HomeMy WebLinkAbout3190; RANCHO SANTA FE ROAD; PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE; 2004-03-25PHYSICA
Date: March 25, 2004
Job No: 46703
Client: CITY OF CARLSBAD
Address: 5950 El Camino Real ?'
Carlsbad Ca 92008 CHAD MICHAEl.
DAVIS
UP. 12/31/05 Report No: 6789
ENGINEER: C}AV EER CIVIL
Lab No.: 11745
Project: Rancho Santa Fe North Realignment & Widening
Location: Carlsbad Ca
Sampled: Date: 04/08/04 By: TESD
Type of Material: SSPWC - B - AR4000
Submitted: Date: 04/08/04 By: TESD
Source of Material: CCAC, Carroll Canyon
Location Sampled: Sta. 215+00 Northbound, Load #22
SIEVE ANALYSIS ASTM C136
Sieve % Passing
Size Accumulative Specification
1-1/2" 100
V.98 100
3/4 98 87-100
1/2 80 70-87
3/8 64 55-76
NO.4 46 35-52
8 35 22-40
16 26
30 20 8-24
50 13 5-18
100 9
200 5.7 0-7
Testing Engineers - U.S. Laboratories
7895 Convoy CoLirt, Suite IS • San Diego. Califortila 92111 • (858) 715-5800 1 Fax: (858) 715-5810
Offices Nationwide
Report No. 6789
TEST STANDARDS ARE ASTM
TEST
(unless otherwise specified)
RESULT SPECIFICATION TEST
STD
ASPHALT CONTENT %. D6307
% OF TOTAL MIX 4.5
BY WT. OF
AGGREGATE 4.7 4.5-5.8
LAB COMPACTED UNIT D1561 &
WT., PCF(HVEEM) 145.5 D2726
STABILOMETER VALUE 46 35 MIN. D1560
THEORETICAL MAXIMUM
DENSITY, PCF (RICE
METHOD) D2041
VOIDS, MIX % D3203
* * Falls outside of the specified limits.
DOES NOT CONFORM TO SECTION 203-6, CLASS B REQUIREMENTS OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
0
PHYSICAL PROPERTIES
Date: March 25, 2004
OF ASPHALTIC CONCRETE
Job No: 46703
Client: CITY OF CARLSBAD
Address: 5950 El Camino Real CHAD
Carlsbad Ca 92008
MICHAEL
N
DAVIS
o. 598
Report No: 12/31/05 *
ENGINEER: CH D A CIVIL ENGINEE CIVIL
Lab No.: 11746
Project: Rancho Santa Fe North Realignment & Widening
Location: Carlsbad Ca
Sampled: Date: 04/08/04 By: TESD
Type of Material: SSPWC - B - AR4000
Submitted: Date: 04/08/04 By: TESD
Source of Material: CCAC, Carroll Canyon
Location Sampled: Sta. 231+50 Northbound, Load #98
Sieve % Passing
Size Accumulative Specification
1" 100 100
3/4' 99 87-100
1/2" 84 70-87
3/8" 74 55-76
NO. 4 55 '' 35-52
8 41 '"1' 22-40
16 30
30 22 8-24
50 15 5-18
100 10
200 6.4 0-7
------------
Testing Engineers - U.S. Laboratories
7895 Convoy Court. Suite 18 • San Diego. California 92111 • (858) 715-5800 • Fax: (858) 715-5810
Offices Nationwide
4
Report No. 6790
TEST STANDARDS ARE ASTM (unless niherwisé specified)
RESULT SPECIFICATION TEST TEST
STD
ASPHALT CONTENT % D6307
%OFTOTAL MIX 5.5
%BY WT. OF
AGGREGATE 5.8 4.5-5.8
LAB COMPACTED UNIT D1561 &
WT., PCF (HVEEM) 146.4 D2726
STABILOMETER VALUE 42 35 MIN. D1560
THEORETICAL MAXIMUM
DENSITY, PCF (RICE
METHOD) D2041
VOIDS, MIX % D3203
** Falls outside of the specified limits.
DOES NOT CONFORM TO SECTION 203-6, CLASS B REQUIREMENTS OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS).
Date: March 25, 2004
Job No: 46703
CITY OF CARLSBAD
Address: 5950 El Camino Real CHAD MICHAEL
Carlsbad Ca 92008 DAVIS
Nd. 59908
Report No: 6791 Exp. 1,2131/05
Lab No.:. 11747
Project: Rancho Santa Fe North Realignment & Widening
Location: Carlsbad Ca
Sampled: Date: 04/08/04 By: TESD
Type of Material: SSPWC - B - AR4000
Submitted: Date: 04/08/04 By: TESD . Source of Material: CCAC, Carroll Canyon
Location Sampled:
------------------------------------------------------------------------------------------------
Sta. 220+00 Northbound, Load #108
Siev& % Passing
Size Accumulative Specification
1" 100 100
3/4" 98 87-100
1/2' 76 70-87
3/8" 62 55-76
NO.4 44 35-52
8 32 22-40
16 23
30 17 • 8-24
50 12 5-18
100 8
200 • 5.1 0-7
Testing Engineers - U.S. Laboratories
7895 Convoy Court, Suite IS • San Diego. California 92111 • (858) 715-5800 • Fax: (858) 715-5810
Offices Nationwide
Report No. 6791
TEST STANDARDS ARE ASTM
TEST
(unless otherwise specified)
RESULT SPECIFICATION TEST
STD
ASPHALT CONTENT % D6307
% OF TOTAL MIX 4.6
%BY WT. OF
AGGREGATE 4.8 4.5-5.8
LAB COMPACTED UNIT D1561 &
WT., PCF (HVEEM) 144.5 D2726
STABILOMETER VALUE 45 35 MIN. D1560
THEORETICAL MAXIMUM
DENSITY, PCF (RICE
METHOD) D2041
VOIDS, MIX % D3203
CONFORMS TO SECTION 203-6, CLASS B REQUIREMENTS OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS).
0
7828
Date:
PHYSICAL PROPERTIES
March 25, 2004
OF ASPHALTIC CONCRETE
Job No: 46703
Client:
Address:
CITY OF CARLSBAD
5950 El Camino Real
Carlsbad Ca 92008
DA IS
16-59908
~—
*I3i/05*
ENGINEER: cEEE CIVIL
Lab No.: 11770
Project: Rancho Santa Fe North Realignment & i ening
Location: Carlsbad Ca
Sampled: Date: 04/09/04 By: TESD
Type of Material: SSPWC - B - AR4000
Submitted: Date: 04/09/04 By: TESD
Source of Material: CCAC, Carroll Canyon
Location Sampled: Truck at CCAC, Carroll Canyon plant
SIF.VF. ANALYSIS ASTM C116
Sieve % Passing
Size Accumulative Specification
1-1/2"
1" 100 100
3/4 97 87-100
1/2" 80 70-87
• 3/8 69 55-76
NO. 4 50 35-52
8 38 22-40
16 28
30 20 8-24
• 50 13 5-18
100 8
• 200 5.5 0-7
S.
Testing Engineers - U.S. Laboratories
7895 Convoy Court. Suite 18 • San Diego, California 92111 • (858) 715-580() • Fax: (858) 715-5810
Offices Nationwide
Report No. 6796
TEST STANDARDS ARE ASTM (unless otherwise specified)
RESULT SPECIFICATION TEST TEST
STD
ASPHALT CONTENT %. D6307
%OF TOTAL MIX 5.1
%BY WT. OF
AGGREGATE 5.4 4.5-5.8
LAB COMPACTED UNIT D1561&
WT., PCF (HVEEM) 144.8 D2726
STAB ILOMETER VALUE 37 35 MIN. D1560
THEORETICAL MAXIMUM
DENSITY, PCF (RICE
METHOD) D2041
VOIDS, MIX % D3203
CONFORMS TO SECTION 203-6, CLASS B REQUIREMENTS OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
0
Date: March 25, 2004
Job No: 46703
Client: CITY OF CARLSBAD
Address: 5950 El Camino Real
Carlsbad Ca 92008 1/CHAD MICHAE
it 1 ( DAVIS
No.
Report No: 6792
~~~R
590
ExP. 12131105
ENGINEER: CIVIL errADD
Lab No.: 11766
Project: Rancho Santa Fe North Realignment & Widening
Location: Carlsbad Ca
Sampled: Date: 04/09/04 By: TESD
Type of Material: SSPWC - B - AR4000
Submitted: Date: 04/09/04 By: TESD
Source of Material: CCAC, Carroll Canyon
Location Sampled: Sta., 226+00 Southbound, Load #23
Sieve % Passing
Size Accumulative Specification
1-1/2"
1" 100 100
3/4 100 87-100
1/2" 83 70-87
3/8" 71 55-76
NO. 4 50 35-52
8 36 22-40
16 26
30 19 8-24
50 13 5-18
100 9
200 5.9 0-7
Testing Engineers - U.S. Laboratories
7895 Convoy Court. Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810
Offices Nationwide
i(eport No. 6792
TEST STANDARDS ARF. ASTM
TEST
(unless ntherwise specified)
RESULT SPECIFICATION TEST
STD
ASPHALT CONTENT % S D6307
% OF TOTAL MIX 4.7
% BY WT. OF
AGGREGATE 5.0 4.5-5.8
LAB COMPACTEDUNIT D1561&
WT., PCF (HVEEM) 143.6 D2726
STABILOMETER VALUE 53 35 MIN. D1560
THEORETICAL MAXIMUM
DENSITY, PCF (RICE
METHOD)
S
D2041
VOIDS, MIX % D3203
CONFORMS TO SECTION 203-6, CLASS B REQUIREMENTS OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
Is
PHYSICAL PROPERTIES
Date: March 25, 2004
OF ASPHALTIC CONCRETE
Job No: 46703
Client: CITY OF CARLSBAD
Address: 5950 El Camino Real MO M1 H L
Carlsbad Ca 92008 (t*(j,05 1;)
Report No:
~ENG ENGINEER: CHAD DA
Lab No.: 11767
Project: Rancho Santa Fe North Realignment & Widening
Location: Carlsbad Ca
Sampled: Date: 04/09/04 By: TESD
Type of Material: SSPWC - B - AR4000
Submitted: Date: 04/09/04 By: TESD
Source of Material: CCAC, Carroll Canyon
Location Sampled: Sta. 223+50 Southbound, Load #74
Sieve % Passing
Size Accumulative Specification
1-1/2"
100 100
3/4" 98 87-100
1/2" 71 70-87
3/8" 55 55-76
NO.4 38 35-52
8 27 22-40
16 21
30 15 8-24
50 11 5-18 S
100 7
200 4.8 0-7
--------------------------------------------------------------------------------------------------------------------------
Testing Engineers - U.S. Labs
7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810
Offices Nationwide
Report No. 6793
TEST STANDARDS ARE ASTM
TEST
(unless nherwise specified)
RESULT SPECIFICATION TEST
STD
ASPHALT CONTENT % D6307
% OF TOTAL MIX 4.3
%BY WT. OF
AGGREGATE 4.5 4.5-5.8
LAB COMPACTED UNIT D1561 &
WT., PCF (HVEEM) 143.5 D2726
STABILOMETER VALUE 47 35 MIN. D1560
THEORETICAL MAXIMUM
DENSITY, PCF (RICE
METHOD) D2041
VOIDS, MIX % D3203
CONFORMS TO SECTION 203-6, CLASS B REQUIREMENTS OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
0
o
U V,~
1 26
Date: March 25, 2004
Job No: 46703
Client: CITY OF CARLSBAD
Address: 5950 El Camino Real
Carlsbad Ca 92008
MICHA.fL
Report No:
:
59908
DAVIS
ENGINEER C 2/31,V5 *
CIVIL
Lab No.: 11768 CAU
Project: Rancho Santa Fe North Realignment & i ening
Location: Carlsbad Ca
Sampled: Date: 04/09/04 By: TESD
Type of Material: SSPWC - B - AR4000
Submitted: Date: 04/09/04 By: TESD
Source of Material: CCAC, Carroll Canyon
Location Sampled: Sta. 208+00 Southbound, Load #121
Sieve % Passing
Size Accumulative Specification
1-1/2"
1" 100 100
3/4" 99 87-100
1/2" 77 70-87
3/8" 65 55-76
NO. 4 48 35-52
8 37 22-40
16 28
30 21 8-24
50 14 5-18
100 9
200 6.2 0-7
-------------------------------------------------------------------------------------------------------------------------
Testing Engineers 7. U.S. Laboratories
7895 Convoy Court, Suite IS • San Diego. California 92111 • (858) 715-5800 • Fax: (858) 715-5810
Offices Nationwide
Report No. 6794
S
TEST STANDARDS ARF. ASTM (unless otherwise sper.ified)
TEST RESULT SPECIFICATION TEST
STD
ASPHALT CONTENT % D6307
% OF TOTAL MIX 5.2
%BY WT. OF
AGGREGATE 5.5 4.5-5.8
LAB COMPACTED UNIT D1561 &
WT., PCF (HVEEM) 147.2 D2726
STABILOMETER VALUE 45 35 MIN. D1560
THEORETICAL MAXIMUM
DENSITY, PCF (RICE
METHOD)
S
D2041
VOIDS, MIX % D3203 . S
CONFORMS TO SECTION 203-6, CLASS B REQUIREMENTS OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
Date: March 25, 2004
Job No: 46703
Client: CITY OF CARLSBAD
Address: 5950 El Camino Real
Carlsbad Ca 92008 ifCHAD MICHAEL
DAVI
Report No:
No. 5M
12/31/ 05
ENGINEER:
Lab No.: 11769
Project: Rancho Santa Fe North Realignment & Widening
Location: Carlsbad Ca
Sampled: Date: 04/09/04 By: TESD
Type of Material: SSPWC - B - AR4000
Submitted: Date: 04/09/04 By: TESD
Source of Material: CCAC, Carroll Canyon
Location Sampled: Sta. 215+00 Center, Load #128
Sieve % Passing
Size Accumulative Specification
1-1/2"
1" 100 100
3/4' 100 87-100
1/2 77 70-87
3/8' 63 55-76
NO. 4 44 35-52
8 32 22-40
16 24
30 18 8-24
50 12 5-18
100 8
200
-------------------------------------------------------
5.2 0-7
Testing Engineers - U.S. Laboratories
7895 Convoy Court, Suite IS • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-58
1
0
Offices Nationwide
Report No. 6795
TEST STANDARDS ARE ASTM (tin less otherwise specified)
TEST RESULT SPECIFICATION TEST
STD
ASPHALT CONTENT % D6307
% OF TOTAL MIX 4.7
% BY WT. OF
AGGREGATE 4.9 4.5-5.8
LAB COMPACTED UNIT D1561 &
WT., PCF (HVEEM) 143.4 D2726
STABILOMETER VALUE 42 35 MIN. D1560
THEORETICAL MAXIMUM
DENSITY, PCF (RICE
METHOD) D2041
VOIDS, MIX % D3203
CONFORMS TO SECTION 203-6, CLASS B REQUIREMENTS OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.;
r
Particle Size Distribution Report
C C 0 000 0 5?? ; ; B
100
90
80
70
W 60 Z
U-
I- Z 50
w
0
CL 40
30
20
mill 10
milli 110111111110111111 511111111011 1 0
500 100 10 1 0.1 0.01 0.001
GRAIN SIZE - mm
% COBBLES % GRAVEL % SAND % SILT % CLAY
0 57 38 5
Soil Description
Section 203-6, Class B aggregate
Atterberg Limits
PL= LL= P1=
Coefficients •
D85= 14.8 060= 9.52 D50= 7.14
D= 1.86 015= 0.454 D10= 0.264
36.12 Cc 1.37
CRO MICHAEL
I'
Classification
uScS= AASHTO=
Remarks
11V
• SSPWC Section 203-6, Class B
Sample No.: 11771 Source of Sample: Date: o44 I o j o'j- -
Location: AC cold feed at CCAC, Carroll Canyon plant Elev./Depth:
Client: City of Carlsbad
Project: Rancho Santa Fe North Realignment and Widening TESTING ENGINEERS
Project No: 46703 Plate
IuIauuIIHIIluhri!uIIIIhIIII
lulullIllIllAll_INIUlIRIlIlIlI I liii IIIHIIHhI4iIIIIII_NIlUIlIlIHhlIlI_11 mill I I I IUNIU_IUIIIuI,IIIhIIU I tii•___ulIluNUIllhllil I
iiiIIii IIIIIU•IuhIpl I
I tNUOIIIIIII!iIiiINIIhNUI III
liii
SIEVE PERCENT SPEC.* PASS?
SIZE FINER PERCENT (X=NO)
#50 11 5-
#200 5.1
DAVIS
'59908
1 in. 100 100 - 100
3/4 in. 99 87 - 100
1/2 in. 76 70-87
3/8 in. 60 55 -76
#4 43 35-52 #8 33 22-40
#16 25
#30 18 8-24
#100 7
*
\ I
Exp12,31,05 I
Date: April 23, 2004
Job No: 46703
Client: CITY OF CARLSBAD
Address: 5950 El Camino Real
Carlsbad Ca 92008
HAD IC L
Report No: 61 ~5~ No. 59908
f VIS
ENGINEER:CAWILER P12/31/O5CIVIL
Lab No.: 11773 OF
Project Rancho Santa Fe North Realignment & i
Location: Carlsbad Ca
Sampled: Date: 04/12/04 By: TESD
Type of Material: SSPWC - B - AR4000
Submitted: Date: 04/12/04 By: TESD
Source of Material: CCAC, Carroll Canyon
Location Sampled: Rancho Santa Fe south bound, Sta. 228+00 @ Police pad / turnout - 1" lift, load #8
------------------------------------------------------------------------------
Sieve % Passing
Size Accumulative Specification
1" 100 100
3/4" 99 87-100
1/2 61 ** 70-87
3/8' 46 ' 55-76
NO. 4 32 ''' 35-52
8 24 22-40
16 18
30 14 8-24
50 10 5-18
100 7
200 4.6 0-7
Testing Engineers - U.S. Laboratories
7895 Convoy Court. Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810
Offices Nationwide
Report No. 6827
TEST STANDARDS ARE ASTM (unless otherwise specified)
TEST TEST RESULT SPECIFICATION
STD
ASPHALT CONTENT % D6307
% OF TOTAL MIX 3.7
%BY WT. OF
AGGREGATE 3.9 4.5-5.8
LAB COMPACTED UNIT D1561 &
WT.; PCF (HVEEM) 143.0 D2726
STABILOMETER VALUE 48 35 MIN. D1560
THEORETICAL MAXIMUM
DENSITY, PCF (RICE
METHOD) D2041
VOIDS, MIX % D3203
** Falls outside of the specified limits.
DOES NOT CONFORM TO SECTION 203-6, CLASS B REQUIREMENTS OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
PHYSICAL PROPERTIES
Date: April 23, 2004
OF ASPHALTIC CONCRETE
Job No: 46703
Client: CITY OF CARLSBAD
Address: 5950 El Camino Real tJFESS1Oq,
Carlsbad Ca 92008
DAVi
Report No: 6826
ENGINEER: CHAD S,!GINEER *&°15Q5.*
CIVIL
Lab No.: 11772
Project Rancho Santa Fe North Realignment & i g
Location: Carlsbad Ca
Sampled: Date: 04/12/04 By: TESD
Type of Material: SSPWC -.B - AR4000
Submitted: Date: 04/12/04 By: TESD
Source of Material: CCAC, Carroll Canyon
Location Sampled: CCAC, Carroll Canyon plant
---------------------------------------------------------------------------------------------------------------
SIEVE ANALYSTS ASTM Cl 36
Sieve % Passing
Size Accumulative Specification
1" 100 100
3/4" 99 87-100
1/2" 79 70-87
3/8' 64 55-76
NO. 4 47 35-52
8 35 22-40
16 27
30 20 8-24
50 13 5-18
100 9
200 5.9 0-7
---------------------------------------------
I
Testing Engineers - U.S. Laboratories
7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810
Offices Nationwide
Report No. 6826
fl
TEST STANDARDS ARE ASTM
TEST
(unless ntherwise specified)
RESULT SPECIFICATION TEST
STD
ASPHALT CONTENT % D6307
% OF TOTAL MIX 4.7
% BY WI. OF
AGGREGATE 4.9 4.5-5.8
LAB COMPACTED UNIT D1561 &
WT., PCF (HVEEM) 144.7 D2726
STABILOMETER VALUE 50 35 MIN. D1560
THEORETICAL MAXIMUM'
DENSITY, PCF (RICE
METHOD) D2041
'VOIDS, MIX% D3203
CONFORMS TO SECTION 203-6, CLASS B REQUIREMENTS OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
0
PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE
Date: April 23, 2004
Job No: 46703
Client: CITY OF CARLSBAD'
Address: 5950 El Camino Real
Carlsbad Ca 92008 MICHAE
DAVIS
Nb- 59W8
Report No: 1/5 *
ENGINEER: CHAD DA , CIVIL ENGINEER IL
Lab No.: 11774
Project: Rancho Santa Fe North Realignment & Widening
Location: Carlsbad Ca
Sampled: Date: 04/12/04 By: TESD
Type of Material: SSPWC - B - AR4000 . Submitted: Date: 04/12/04 ' By: TESD
Source of Material: CCAC, Carroll Canyon
Location Sampled: Rancho Santa Fe' north bound, Sta. 167+00 @ center strip - l lift, load #22
-----------------------------------------------------------------------------------------------------------------------------
SIF.VF. ANALYSIS ASTM C16
Sieve % Passing
Size Accumulative Specification
1" 100 100
3/4 99 87400
1/2" 83 70-87
3/8 68 55-76
NO. 4 47 35-52
8 34 22-40
16 25
30 18 8-24
50 13 5-18
100 8
200 5.5 0-7 . S
Testing Engineers - U.S. Laboratories
7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810
Offices Nationwide
I
Report No 6828
TEST STANDARDS ARE ASTM (unless otherwise specified)
TEST RESULT SPECIFICATION TEST
STD
ASPHALT CONTENT % D6307
% OF TOTAL MIX 4.8
%BY WT. OF
AGGREGATE 5.0 4.5-5.8
LAB COMPACTED UNIT D1561 &
WT., PCF (HVEEM) 144.5 D2726
STABILOMETER VALUE 38 35 MIN. D1560
THEORETICAL MAXIMUM
DENSITY, PCF (RICE
METHOD) D2041
VOIDS, MIX % D3203
CONFORMS TO SECTION 203-6, CLASS B REQUIREMENTS OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
Testing Engineers - San Diego, Inc Established 1946
-
DEC i4. 2003
DUDiK !
FiELjJ C?[E
Date: December 12, 2003
Job No: 55166
Job Name: CITY OF CARLSBAD - STREET OVERLAY PROJECT ADDRESS: Various Streets
Carlsbad, California
Plan Number N/A lop
Permit: N/A HAD MICHAEL
Application: N/A . DAVIS
Report No: 6363
CIVIL
Exp. 12/31/05
ENGINEER: CHAD DAVIS, CIVIL ENGINE
Lab No.: 10432
Project: CITY OF CARLSBAD STREET OVERLAY (3667-7)
Location: . CARLSBAD, CALIFORNIA
Sampled: Date: 11/20/03 By: TESD
Type of Material: • ARHM-GG-C
Submitted: Date: 11/20/03 By: TESD
Source of Material: VULCAN MISSION VALLEY
Location Sampled: WEST ALGA RD @ CORINTH ST (#17)
Sieve % Passing
Size Accumulative Specification
3/4" 100 100
1/2" 98 90-100
3/8" 79 78-92
NO.4 34 28-42
8 16 15-25
16 11
' 30 9 5-15
50 6
100 5
200 3.3 2-7
Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Die
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Testing Engineers - San Diego, Inc. Established 1946
TEST STANDARD,; ARE ASTM (unless otherwise specified)
SPECIFICATION TEST TEST RESULT
STD
ASPHALT CONTENT % CTM 382
%OF TOTAL MIX 7.2
% BY WT. OF 7.7 7.5-8.7 AGGREGATE
LAB COMPACTED UNIT 137.5 CTM 308 WT., PCF (HVEEM)
STABILOMETER VALUE 24 23 MIN. CTM 366
THEORETICAL MAXIMUM 144.1 D2041 DENSITY, PCF (RICE
METHOD)
VOIDS, MIX % 4.6 3-6 D3203
DEC 242003
OLJOtç & ASSciC FIELD OFFjC~
. CONFORMS TO CLASS ARHM-GG-C REQUIREMENTS OF THE ST
A
N
D
A
R
D
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [8581 7155800 Fax [858] 7 15-58 10
Testing Engineers - San Diego, Inc. Established 1946
REC 2' 4 2003
OUDEK & ASSO
QFFtcE
Date: December 12, 2003
Job No: 55166
Job Name: CITY OF CARLSBAD - STREET OVERLAY PROTECT ADDRESS: Various Streets
Carlsbad, California
Plan Number: N/A W MICHAEI\ Permit: N/A
i DAVIS Application: NI
No 59908 ) Report No: 6364 ExP12/3/Q5/31/O/ * ENGINEER: CHAD DAVIS, CIVILNGINE CIVIL
Lab No.: 10433
Project: CITY OF CARLSBAD STREET OVERLAY (3667-7)
Location: CARLSBAD, CALIFORNIA
Sampled: Date: 11/20/03 By: TESD
Type of Material: ARHM-GG-C
Submitted: Date: 11/20/03 By: TESD
Source of Material: VULCAN MISSION VALLEY
Location Sampled: WESTBOUND LANE, ALGA RD @ WATER TANK (#18)
C
I
Sieve
Size
% Passing
Accumulative Specification
3/4" . 100 100
112" 98 90-100
3/8' 80 78-92
NO.4 44** 2842
8 23 15-25
16 15
30 11 5-15
50 7'
100 5
200 3.2 . 2-7
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RECEIVED
DEC 24 2003
DUDE( & ASSOC.
FiELD OFFKE TEST RESULT SPECIFICATION TEST
STD
ASPHALT CONTENT % CTM 382
% OF TOTAL MIX 7.2
%BY WT. OF 7.8 7.5-8.7 - AGGREGATE
LAB COMPACTED UNIT 138.4 CTM 308 WT., PCF (HVEEM)
STABILOMETER VALUE 26 23 MIN. CTM 366
THEORETICAL MAXIMUM 148.3 D2041 DENSITY; PCF (RICE
METHOD)
. VOIDS, MIX % 6.7 ** 376 D3203
DOES NOT CONFORM TO CLASS ARHM—GG—C REQUIREMENTS OF TH
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STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
** FALLS OUTSIDE OF THE SPECIFIED LIMITS.
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Testing Engineers
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PhYSICAL PROP1RTWS OF ASPIiAT TIC CONCRF E DEC i4 2003
Date: December 12 2003 DUDEK & ASSOC.
FIELD OFFICE Job No: 55166
Job Name: CITY OF CARLSBAD - STREET OVERLAY PROJECT ADDRESS: Various Streets
Carlsbad, California
Plan Number: N/A
Permit: N/A S Application: N/A CHAD MICHAE
DAVIS
• Report No: 6361
- No. 59908 ENGINEER: CHAD DAVIS, ENGINEE Exp. 12/31/05
IVIL
Lab No.:
Project: CITY OF CARLSBAD STREET OVERLAY ( Location: CARLSBAD, CALIFORNIA
Sampled: Date: 11/19/03 . By: TESD
Type of Material: ARHM-GG-C.
Submitted: Date: 11/20/03 By: TESD
Source of Material: VULCAN MISSION VALLEY
Location Sampled: ALGA RD, EASTBOUND LANE @ INTERSECTION OF SANTA ISABEL (#15)
Sieve % Passing
Size Accumulative Specification
3/4" 100 100
1/2" 97 90-100
3/8" 71 ** 78-92
NO.4 25** 28-42
0 8 15 15-25
16 12
30 10 5-15
50 8
100 6
200 4.3 2-7
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TEST STANDARDS ARE ASTM (unless otherwise specified)
TEST RESULT SPECIFICATION TEST
STD
ASPHALT CONTENT %
. CTM 382
% OF TOTAL MIX 5.3
% BY WT. OF 5.6 ** 7.5-8.7 AGGREGATE
LAB COMPACTED UNIT 138.6 CTM 308 WT., PCF (HVEEM)
STABILOMETER VALUE 31 23 MIN. CTM 366
THEORETICAL MAXIMUM 151.4 D2041 DENSITY, PCF (RICE
METHOD)
VOIDS, MIX % 8.5 ** 3-6 D3203
DOES NOT CONFORM TO CLASS ARHM-GG-C REQUIREMENT
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DEC 4' ?nn. H
DUDE
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F'
Date: December 12, 2003
Job No: 55166
Job Name: CITY OF CARLSBAD - STREET OVERLAY PROJECT ADDRESS: Various Streets
Carlsbad, California
Plan Number' N/A
Permit: N/A CHAD/cHAEt Application: N/A I DAVIS I
) * Report No 6359 UP. ENGINEER: CHAD DAVIS, CIVIL ENG1NEE IVIL
Lab No.: 10428
Project: CITY OF CARLSBAD STREET OVERLAY (3667-7)
Location: CARLSBAD, CALIFORNIA
Sampled: Date: 11/18/03 By: TESD
Type of Material: RHM-GG-C
Submitted: Date: 11/20/03 By: TESD
Source of Material: VULCAN MISSION VALLEY
Location Sampled: SOUTH SIDE OF EASTBOUND LANE OF ALGA RD (#13)
S
-
Testing Engineers - San Diego, Inc. Established 1946
Sieve %Passing
Size Accumulative Specification
3/4" 100 100
1/2" 90 90-100
3/8" 79 78-92
NO.4 31 28-42
8 18 15-25
16 13
30 11 5-15
-50 8
100 6
200 4.0 2-7
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TEST RESULT SPECIFICATION TEST
STD
ASPHALT CONTENT % CTM 382
%OF TOTAL MIX 4.8
% BY WT. OF 5d ** 7.5-8.7 AGGREGATE
LAB COMPACTED UNIT 136.3 CTM 308 WT., PCF (HVEEM)
STABILOMETER VALUE 36 23 CTM 366
THEORETICAL MAXIMUM 148.1 D2041 DENSITY, PCF (RICE
METHOD)
VOIDS, MIX % 79 ** 3-6 D3203 . DOES NOT CONFORM TO CLASS ARHM-GG-C REQUIREMENTS OF TH
E
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
.
** FALLS OUTSIDE OF THE SPECIFIED LIMITS.
/ DEC j". 2003
DUO &,ASSOC FIELD OFFicE
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I CONCREt[E
REiMi PHYSICAL PROPERTIES OF ASPHALTIC
DEC 9`4 2003 1 I Date: December 12, 2003
I DUDEK & dssoC Job No: 55166 FIELD oFFICC Job Name: CITY OF CARLSBAD - STREET OVERLAY PROJECT ADDRESS: Various Streets
Carlsbad, California
Plan Number: N/A
Permit: N/A
Application: N/A CHAD MICHAE1.
DAVIS
Report No: 6370 No. 59908
Exp. 12/31/05 ENGINEER: CHAD DAVS R ft ,
Lab
Project: CITY OF CARLSBAD STREET OVERLAY (3667-7)
Location: CARLSBAD, CALIFORNIA
Sampled: Date: 11/25/03 By: TESD
Type of Material: ARHM-GG-C.
Submitted: Date: 11/25/03 By: TESD
Source of Material: VULCAN MISSION VALLEY
Location Sampled: El Camino Real, 30'S. OF SAN MARCOS CREEK BRIDGE, SB LANE (#24)
Sieve % Passing
Size Accumulative Specification
3/4" 100 100
1/2" 99 90-100
3/8" 86 78-92
NO.4 27** 28-42
8 12 ** 15-25
16 8
30 7 5-15
50 5
100 4
200 3.2 2-7
Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 9211
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ECEVE
DEC 24 2003
DUDEK & ASSOC.
FIELD OFFiCE
FST STANDARDS ARE ASTM (unless otherwise specified)
TEST RESULT SPECIFICATION . TEST
STD'
ASPHALT CONTENT % . CTM 382
% OF TOTAL MIX 5.0
% BY WT. OF 5.3 ** 7.5-8.7
AGGREGATE
LAB COMPACTED UNIT 133.8 CTM 308 WT., PCF (HVEEM)
STABILOMETER VALUE 29 23 MN. CTM 366
THEORETICAL MAXIMUM 152.3 D2041 DENSITY, PCF (RICE
METHOD)
VOIDS, MIX % 12.1 ** 3-6 D3203
DOES NOT CONFORM TO CLASS ARHM-GG-C REQUIREMENTS OF THE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
** FALLS OUTSIDE OF THE SPECIFIED LIMITS.
Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [85
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Plan Number: N/A
Permit: N/A #9.r OFESSIO/Q*\
Application: N/A
ENGINEER: CHAD DAVIS, C 131/05 I *
DAVIS
p.
Report No: 6371 ( No 59908
CIVIL J Lab No.:
Project:
Location:
Sampled:
Type of Material:
Submitted:
Source of Material:
Location Sampled:
10448
CITY OF CARLSBAD STREET OVERL
CARLSBAD, CALIFORNIA
Date: 11/25/03 By: TESD :
ARHM-GG-C •. S
Date: 11/25/03 By: TESD
VULCAN MISSION VALLEY
#1 LANE NORTHBOUND, 150' NORTH OF LA COSTA ON EL CAMINO REAL (#25)
Testing Engineers - San Diego, Inc Established 1946 . FR EC EIIV1T1
Date: December 12, 2003
Job No: 55166
Job Name: CITY OF CARLSBAD - STREET OVERLAY PROJECT
ADDRESS: Various Streets
Carlsbad, California
DEC 2 4 2003.
ASSOC FIELD OFFICE
Sieve % Passing
Size Accumulative Specification
3/4" 100 100
1/2" 99 90-100
3/8" 87 78-92
NO.4 32 28-42
8 .16 15-25'
16 11
30 9 5-15
50 7
100 6
200 4.3 2-7
Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858]
7
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HS fl
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DEC
.
24 2003 TEST STANDARDS ARE ASTM (unless otherwise specified)
EK&ASSOC CTEST RESULT SPECIFICATION TEST LD OFFICE STD
ASPTTAT.T CONTENT o,,, CTM 382
% OF TOTAL MIX 7.6
% BY WT. OF 8.3 7.5-8.7 AGGREGATE
LAB COMPACTED UNIT 136.4 CTM 308 WT., PCF (HVEEM)
STABILOMETER VALUE 17 ** 23 IvfflQ CTM 366
THEORETICAL MAXIMUM 147.4 D2041 DENSITY, PCF (RICE
METHOD)
VOIDS, MIX % 7.4 ** 3-6 D3203
DOES NOT CONFORM.TO CLASS ARHM-GG--C REQUIREMENTS OF THE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
** FALLS OUTSIDE OF THE SPECIFIED LIMITS.
Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858] 715
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0•
RECEIVED
I DEC24 2003 PHYSICAL PROPFRTIES OF ASPHALTI OCR
L Date: December 12, 2003
Job No: 55166
Job Name: CITY OF CARLSBAD - STREET OVERLAY PROJECT ADDRESS: Various Streets
Carlsbad, California
Plan Number: N/A
Permit: N/A CHAD Application: N/A f DAVIS t Iiii No. 6M Report No: 6369
EX
-
1 ..g ENGINEER: CHAD DAVIS , IVIL
Lab No.: 10443
Project: CITY OF CARLSBAD STREET OVERLAY (3667-7)
Location: CARLSBAD, CALIFORNIA
Sampled: Date: .11/24/03 By: TESD
Type of Material: ARHM-GG-C
.
Submitted: Date: 11/24/03 By: TESD
Source of Material: VULCAN MISSION VALLEY
Location Sampled: EAST SIDE OF PALENQUE ST @ ANILLO WAY (#23)
Sieve % Passing
Size Accumulative Specification
3/4' 100 100
1/2" 99
3/8' 82 78-92
NO. 4 34 28-42
8 17 15-25
16 12
30 10 5-15
50 7
100 6
2 0'0 4.3 . 2-7
Testing Engineers - San Diego, Inc., 7995 Convoy Court, Suite 18 San Diego, CA. 9
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Testing Engineers - San Diego, Inc. Established 1946
/ECETV7
DEC 24 2003
DUO & ASSQ0
FIELD OFFICE
TEST STANDARDS ARE. ASTM
TEST
(unless otherwise
RESULT
specified)
SPECIFICATION L TEST
STD.
ASPHALT CONTENT % CTM 382
% OF TOTAL MIX 6.7
% BY WT. OF 7.2 ** 7.5-8.7 AGGREGATE
LAB COMPACTED UNIT 137.5 CTM 308 WT., PCF (HYEEM)
STABILOMETER VALUE 28 23 MIN. CTM 366
THEORETICAL MAXIMUM 148.6 D2041 DENSITY, PCF (RICE
METHOD)
VOIDS, MIX % 7.5 ** 3-6 D3203
S DOES NOT CONFORM TO CLASS ARHM-GG-C REQUIREMENTS OF
T
H
E
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
.
** FALLS OUTSIDE OF THE SPECIFIED LIMITS.-
40
Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA.
9
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Testing Engineers - San Diego, Inc Established 1946
DEC 24 2003
D Du Date: December 12, 2003
Job No: 55166
Job Name: CITY OF CARLSBAD - STREET OVERLAY PROJECT
ADDRESS: Various Streets
Carlsbad, California
Plan Number: N/A
Permit: N/A
Application: N/A
Report No: 6368
ENGINEER: CHAD DAVIS, IV~,ER
1103 1 r NZ
7~'AD C
DAVIS
59908
1V31IO5/
VIL
El
Lab No.:
Project:
Location:
Sampled:
Type of Material:
Submitted:
Source of Material:
Location Sampled:
10442
CITY OF CARLSBAD STREET OVERLAY (3667-7)
CARLSBAD, CALIFORNIA
Date: 11/24/03 By: TESD
ARHM-GG-C
Date: 11/24/03 By: TESD
VULCAN
WEST SIDE OF CUL-DE-SAC ON CORTE DEL CEDRO (#22)
Sieve % Passing
Size Accumulative Specification
3/4" 100 100
1/2" 98 90-100
3/8" 82 78-92
NO.4 31 28-42
8 12 ** 15-25
16 8
30 6 5-15
50 4
100 3
200 2.0 2-7
Testing Engineers - San Diego, inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [85
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Testing Engineers - San Diego, Inc. Established 1946
TEST STANDARflS ARE ASTM (unless otherwise specified)
CTEST TE 4 RESULT SPECIFICATION
LDF
2 3
ST .ç
.
ASPHALT CONTENT %
. CTM 382
% OF TOTAL MIX 7.5
% BY WT. OF 8.1 . 7.5-8.7 AGGREGATE
LAB COMPACTED UNIT 136.7 CTM 308 WT., PCF (HVEEM)
STABILOMETER VALUE 24 . 23 NUN. CTM 366
THEORETICAL MAXIMUM 146.2 D2041 DENSITY, PCF (RICE
METHOD) .
VOIDS, MIX %
. 6.5 ** 3-6 . D3203 .. DOES NOT CONFORM TO CLASS ARHM-GG-C REQUIREMENTS OF THE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. ** FALLS OUTSIDE OF THE SPECIFIED LIMITS.
Li
Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858] 715-5800 Fax [858) 715
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Testing Engineers - San Diego, Inc. Established 1946
r cEMb1
DEC 242003
DUDEK & ASSOC. Date: December 12, 2003 FlELDQftE
Job No: 55166
Job Name: CITY OF CARLSBAD - STREET OVERLAY PROJECT ADDRESS: Various Streets
Carlsbad, California
Plan Number: N/A
Permit: N/A
MICHAEL
Report No: 6362
ENGINEER:
CHAD DAVIS,Applicafion:
No. 59W8
CIVIL EN CIVIL
Lab No.: 10431
Project: CITY OF CARLSBAD STREET OVERLAY (3667-7)
Location: CARLSBAD, CALIFORNIA
Sampled: Date: 11/19/03 By: TESD
Type of Material: ARHM-GG-C'
Submitted: Date: 11/20/03 By: TESD
Source of Material: VULCAN MISSION VALLEY
Location Sampled: ALGA RI), WESTBOUND LANE APPROX. 700' EAST OF CORINTH ST (#16)
Sieve % Passing
Size Accumulative Specification
3/4" 100 100
1/2" 93 90-100
3/8" 69 ** 78-92
NO.4 25** 28-42
8 13 ** 15-25
16 10
30 8 5-15
50 6
100 4
200 2.4 2-7
Testing . Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Dieg
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Testing Engineers - San Diego, Inc. Established 1946 'V .
DEC 24 2003
DLIDEK & .SSOC,
FIELD OFFICE
TEST STANDARDS ARE ASIM
TEST
(unless otherwise
RESULT
specified)
SPECIFICATION TEST
STD
ASPHALT CONTENT % CTM 382
% TOTAL MIX 6.8
% BY WT. OF • 73 ** 7.5-8.7 AGGREGATE
LABCOMPACTED UNIT 135.3 CTM 308 WT., PCF (HVEEM)
STABILOMETER VALUE 29 23 MIN. CTM 366
THEORETICAL MAXIMUM 148.8 D2041 DENSITY, PCF (RICE
METHOD)
VOIDS, MIX % 9.1 ** 3-6 D3203
DOES NOT CONFORM TO CLASS ARHM—GG—C REQUIREMENTS OF TH
E
STANDARD SPECIFICATIONS FOR'PUBLIC WORKS CONSTRUCTION.
** FALLS OUTSIDE OF THE SPECIFIED LIMITS.
Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 858] 715-5800 Fax [858J 715-5810
Testing Engineers - San Diego, Inc. Established 1946
Date: December 12, 2003
Job No: 55166
Job Name: CITY OF CARLSBAD - STREET OVERLAY PROJECT ADDRESS: Various Streets
Carlsbad, California
-
Plan Number: N/A
Permit: N/A
Application:. N/A MI HAEL
DAVI Report No: 6360
2/31/05 * ENGINEER: CHAD NE
CIVIL
\\ 59908
Lab No.: 10429
.
Project: CITY OF CARLSBAD STREET OVERLAi'-7)
Location: CARLSBAD, CALIFORNIA
Sampled: Date: 11/18/03 By: TESD
•• Type of Material: ARHM-GG-C
Submitted: Date: 11/20103 By: TESD
Source of Material: VULCAN MISSION VALLEY
Location Sampled: . NORTH SIDE OF EASTBOUND LANE OF ALGA RD (#14)
Sieve
Size
% Passing
Accumulative Specification
3/4" 100 100
1/2' 94 90-100
3/8" 69 ** 78-92
NO.4 29 28-42
8 15 15-25
16 11
30 9 5-15
50 7
100 5
200 3.2 2-7
Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Di
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Testing Engineers - San Diego, Inc. Established 1946
1EC"WED
DEC 24 2003
OUDEK 6-t ASSOC - TEST STANDARDS ARE ASTM (unless ptherwise specied)
TEST RESULT SPECIFICATION TEST
STD
ASPHALT CONTENT % CTM 382
% OF TOTAL MIX 7.6
% BY WT. OF 8.3 7.5-8.7
- AGGREGATE
LAB COMPACTED UNIT 137.6 CTM 308 WT., PCF(HVEEM)
STABILOMETER VALUE 28 23 MIN. CTM 366
THEORETICAL MAXIMUM 147.1 D2041 DENSITY, PCF (RICE
METHOD)
VOIDS, MIX % 6.4 3-6 D3203
S DOES NOT CONFORM TO CLASS ARHM-GG-C REQUIREMEN
T
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STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT
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** FALLS OUTSIDE OF THE SPECIFIED LIMITS..
40
Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Die
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TEST STANT)ARflS ARE ASTM irn1ess Qtherwise specified)
RESULT SPECIFICATION TEST TEST
• STD
ASPHALT CONTENT % D6307
% OF TOTAL MIX 5.4
% BY WT. OF 5.9 ** 4.5-5.8
AGGREGATE
LAB COMPACTED UNIT 145.2 D1561 & WT., PCF (HVEEM) D2726
STABILOMETER VALUE 44 35 MIN. D1560
DOES NOT CONFORM TO CLASS B REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION. ** FALLS OUTSIDE OF THE SPECIFIED LIMITS FOR CLASS B.
Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 (8531 715-5800 Fax [858] 715-5811)
Testing Engineers- SanDiego,Jnc. Established 1946
Date: December 31, 2003
Job No: 46703
Job Name: RANCHO SANTA FE NORTH REALIGNMENT AND WIDENING ADDRESS: Rancho Santa Fe North
Carlsbad, California
Plan Number: P 1300A-0552
Permit: N/A
Application: N/A
Report No: 6417
CHAD MICHAEL ENGINEER: CHAD DAVIS, IL ENGINEER
flAVI
.-
Lab No.:
Project:
Location:
Sampled:
Type of Material:
Submitted:
Source of Material:
Location Sampled:
----------------------------
10717
RANCHO SANTA FE NORTH
CARLSBAD, CALIFORNIA
Date: 12/12/03 By:
SSPWC - B - AR4000
Date: 12/12/03 By:
CCAC CARROLL CANYON
STA 243+00 (484 TONS)
TESD
TESD
* Na 59908
Exp
cIvIL A
' 12/31/05 *
LI
Sieve % Passing
Size Accumulative Specification
1" 100 100
3/411 99 87-100
1/2" 86 70-87
3/8' 76 55-76
NO.4 .58** 35-52
8 43 ** 22-40
16 31
30 23 8-24
50 15 5-18
.100 10
200 6.6 . 0-7
Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92
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..a.
Date: December 31, 2003
Job No: 46703
Job Name: RANCHO SANTA FE NORTH REALIGNMENT AND WIDENING ADDRESS: Rancho Santa Fe North
Carlsbad, California
Plan Number: P1300A-0552
Permit: N/A
Application: N/A
No: 6418 %Report
CHAD MICHAEL ENGINEER: CHAD DAVIS, CIVIL ENG DAVIS
, NO. 59908 * Lab No.: 10718 EXp12/31/05
Project: RANCHO SANTA FE NORTH CIVIL
Location: CARLSBAD, CALIFORNIA
Sampled: Date: 12/12/03 By: •TESD
Type of Material: SSPWC - B - AR4000
Submitted: Date: 12/12/03 By: TESD
Source of Material: CCAC CARROLL CANYON
Location Sampled:
---------------------------------------------------------------------------------------------------------------
STA 245+75 (975 TONS)
TEST STANDARDS ARE
TEST
ASTM (unless otherwise specified)
RESULT SPECIFICATION TEST
STD
LAB COMPACTED UNIT 146.2 D1561 & WT., PCF (HVEEM) D2726
[]
Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [8581 715-5
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p Established 1946
Date: December 31, 2003
Job No: 46703
Job Name:. RANCHO SANTA FE NORTH REALIGNMENT AND WIDENING ADDRESS: Rancho Santa Fe North
Carlsbad, California
Plan Number: P1300A-0552
Permit: N/A
Application: N/A
Report No: 6419
ENGINEER: CHAD DAVIS,
DAVIS
Lab No.: 10719 * No. 59908
Exp: 12/31/05 * Project: RANCHO SANTA FE NORTH CIVIL
Location: CARLSBAD, CALIFORNIA
Sampled: Date: 12/12/03 By: TESD
Type of Material: SSPWC - B - AR4000
Submitted: Date: 12/12/03 By: TESD
Source of Material: CCAC CARROLL CANYON
Location Sampled: STA 306+75 (1516 TONS)
TEST RESULT SPECIFICATION TEST
STD
LAB COMPACTED UNIT 145.3 D1561 & WI., PCF (HVEEM) 'D2726
Testing Engineers -San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [8
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USL'
U.S. LABS
Date March 25, 2004
Job No: 46703
Client: CITY OF CARLSBAD
Address: 5950 El Camino Real
Carlsbad Ca 92008 CHAD MIC"Aft 11 DAVIS
Report No:
:
6788 * 12/3
59908
Exp. *
ENGINEER CH IVIL
Lab No.: 11744
Project: Rancho Santa Fe North Realignment & Widening
Location: Carlsbad Ca
Sampled: Date: 04/08/04 By: TESD
Type of Material: SSPWC - B - AR4000
Submitted: Date: 04/08/04 By: TESD
Source of Material: CCAC, Carroll Canyon
Location Sampled: Sta. 234+00 Northbound, Load #6
Sieve % Passing
Size Accumulative Specification
V. 100
3/4" 100 87-100
1/2 85 70-87
3/8" 73 55-76
NO. 4 52 35-52
8 38 22-40
16 29
30 21 8-24
50 14 5-18
100 9
200 5.6 0-7
* Testing Engineers - U.S. Laboratories
7895 Convoy Court. Suite 18 • San Diego. California 92111 • (858) 715-5800 • Fax: (858) 715-5810
Offices Nationwide
Report No. 6788
T1ST STANDARDS ARE ASTM(iinless otherwise specified)
RESULT SPECIFICATION TEST TEST
STD
ASPHALT CONTENT % D6307
%OF TOTAL MIX 5.2
% BY WT. OF
AGGREGATE 5.5 4.5-5.8
LAB COMPACTED UNIT D1561 & WT., PCF (HVEEM) 145.2 D2726
STABILOMETER VALUE 48 35 MIN. D1560
THEORETICAL MAXIMUM
DENSITY, PCF (RICE
METHOD) D2041
VOIDS, MIX % - - D3203
CONFORMS TO SECTION 203-6, CLASS B REQUIREMENTS OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
0
Date: March 25, 2004
Job No: 46703
CITY OF CARLSBAD
Address: CHAD ICHAIL Carlsbad Ca 92008 DA IS
NO* 59908
EXP. 12/31/05
Report No: 678~7 CIVIL
ENGINEER:. CH DAVI~S~;. FE~NG
Lab No.: 11731
Project: Rancho Santa Fe North Realignment & Widening
Location: Carlsbad Ca
Sampled: Date: 04/08/04 By: TESD
Type of Material: SSPWC - B - AR4000
Submitted: Date: 04/08/04 By: TESD
Source of Material: CCAC, Carroll Canyon
Location Sampled: CCAC, Carroll Canyon plant @ 5:45am
-------------------------------------------------------------------------------------------------------
SIEVE ANALYSTS ASTM C 11
Sieve' % Passing
Size Accumulative Specification
1" 100
3/4" 100 87-100
1/2" , 98 ** 70-87
3/8" 70 55-76
NO. 4 52 35-52
8 39 22-40
16 29
30 21 8-24
50 14 5-18
100 9
200 5.8 0-7
Testing Engineers - U.S. Laboratories
7895 Convoy Court, Suite IS • San Diego. California 92111 • (858) 715-5800 • Fax: (858) 715-5810
Offices Nationwide
Ll
Report No. 6787
TEST STANDARDS ARE ASTM
TEST
(unless ntherwise speHfied)
RESULT SPECIFICATION TEST
STD
ASPHALT CONTENT % D6307
% OF TOTAL MIX 5.1
%BY WT. OF
AGGREGATE 5.4 4.5-5.8
LAB COMPACTED UNIT D1561 &
WT., PCF (HVEEM) 144.9 D2726
STABILOMETER VALUE 47 35 MIN. D1560
THEORETICAL MAXIMUM
DENSITY, PCF (RICE
METHOD) D2041
VOIDS, MIX % D3203
** Falls outside of the specified limits.
DOES NOT CONFORM TO SECTION 203-6, CLASS B REQUIREMENTS OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
E
,.u
1826
IuIf
0 '
Date: April 26, 2004
Job No: 46703
Client: CITY OF CARLSBAD
Address: 5950 El Camino Real
Carlsbad Ca 92008
Report No: 6830
ENGINEER: VAN OLIN, CIVIL ENGINEER
Lab No: 11740
Project: Rancho Santa Fe North Realignment and Widening
Location: Carlsbad. Ca
Samoled: Date: 04/06/04 By: TESD
Tvoe of Material: 1-1/2" Class 2 Areate Base
Submitted: Date: 04/06/04 By: TESD
Source of Material: On site crusher
Location Samoled:
-------------------------------------------------------------------------------------------
Project site
,SIFVF. ANALYSIS
Sieve
ASTM Cl 6
% Passing
01ize Accumulative * Specification
2" 100
1 1/2" 100 . 90-100
1" 95
3/4 82 50-85
1/2 66.
3/8' 56
NO.4 39 25-45
8 30
16 22
30 17 10-25
50 13
100 11
200 8.9 2-9.
TESTSTANDARDS ARE ASTM (unless otherwise noted)
SPECIFICATION TEST STD TEST RESULT
Sand Equivalent Value 27 25 Minimum Calif 217-
Durability Index, Coarse / Fine 78 / 50' 35 Minimum Calif 229-
Resistance "R" Value 75 ** 78 Minimum Calif 301-
Falls outside of the specified limits.
DOES NOT CONFORM TO SECTION 26,1-1/2" CLASS 2 AGGREGATE BASE, OF THE STATE OF:
CALIFORNIA STANDARD SPECIFICATIONS.
Testing Engineers - U.S. Laboratories
7895 Convoy Court, Suite 18 • San Diego. California 92111 • (858) 715-5800 • Fax: (858) 715-5810
Offices Nationwide
Date: April 26, 2004
Job No: 46703
Client: CITY OF CARLSBAD
Address: 5950 El Camino Real
Carlsbad Ca 92008
Report No: 6829
ENGINEER: VAN OLIN, CIVIL ENGINEER
Lab No: 11707
Project: Rancho Santa Fe North Realignment and Widening
Location: Carlsbad. Ca
Samoled: Date: 04/05/04 By: TESD
Tvoe of Material: 1-1/2" Class 2 Areate Base
Submitted: Date; 04/05/04 By: TESD
Source of MateriaF.. On site crusher
Location Samoled: Project site
SIEVE ANALYSIS ASTM C 13
S eve % Passing
Accumulative * Specification
2 100
1 1/2" 100 90-100
1" 99
3/4 82 50-85
1/2 60
3/8" 47
NO. 4 28 25-45
8 21
16 15
30 11 10-25
50 9
100 7
200 5.9 2-9
-------------------------------------------------------------------------------------------------------------
TEST STANDARDS ARE ASTM (unless otherwise noted
TEST RESULT SPECIFICATION TEST STD
Sand Equivalent Value 22 ** 25 Minimum Calif 217-
Durability Index, Coarse / Fine 50135 35 Minimum Calif 229-
Resistance 'R" Value 78 Minimum Calif 301-
** Falls outside of the specified limits.
DOES NOT CONFORM TO SECTION 26,1-1/2" CLASS 2 AGGREGATE BASE, OF THE STATE OF
CALIFORNIA STANDARD SPECIFICATIONS.
Testing Engineers - U.S. Laboratories
7895 Convoy Court. Suite 18 • San Diego. California 92111 • (858) 715-5800 • Fax: (858) 715-5810
Offices Nationwide
Date: April 9, 2004
Job No: 46703
Client: CITY OF CARLSBAD
Address: 5950 El Camino Real
Carlsbad Ca 92008
Report No: 6774
ENGINEER: VAN OLIN, CIVIL ENGINEER
Lab No: 11704
Project: Rancho Santa Fe North Realignment and Widening
Location: Carlsbad. Ca
Samoled: Date: 04/02/04 By: TESD
Tvoe of Material: 1-1/2" Class 2 Areate Base
Submitted: Date: . 04/02/04 By: TESD
Source of Material: On site crusher
Location Sampled: Project site
IF.VF. ANALYSIS ASTM Cl 36
Sieve % Passing
lize Accumulative * Specification
100
1 1/2 100 90-100
1" 99
3/4" 82 50-85
1/2' 61
3/8" 50
NO. 4 32 25-45
8 24
16, 17
30 13 10-25
50 10
100 8
200 6.3 2-9
TEST STANDARDS ARE ASTM (unless otherwise noted)
SPECIFICATION TEST STD TEST RESULT
Sand Equivalent Value 24 ** 25 Minimum Calif 217-
Durability Index, Coarse / Fine 62/45 35 Minimum Calif 229-
Resistance "R" Value 84 78 Minimum Calif 301-
Falls outside of the specified limits.
DOES NOT CONFORM TO SECTION 26,1-1/2" CLASS 2 AGGREGATE BASE, OF THE STATE OF
CALIFORNIA STANDARD SPECIFICATIONS.
S
Testing Engineers - U.S. Laboratories
7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810
Offices Nationwide
Date: April 9, 2004
Job No: 46703
Client: CITY OF CARLSBAD
Address: 5950 El Camino Real
Carlsbad Ca 92008
Report No: 6776
ENGINEER: VAN OLIN, CIVIL ENGINEER
Lab No: 11692
Project: Rancho Santa Fe North Realignment and Widening
Location: Carlsbad. Ca
Samoled: Date: 04/01/04 By: TESD
Tvoe of Material: 1-1/2" Class 2 Areate Base
Submitted: Date: 04/01/04 By: TESD
Source of Material: On site crusher
Location Samoled: Project site
STEVE ANALYSIS
Sieve
ASTM 036
% Passing
ize Accumulative * Specification
100
1 1/2" 100 90-100
1" 100
3/4" 83 50-85
1/2" 63
3/8" 52
NO.4 34 25-45
8 25
16 19
30 14 10-25
50 11
100 9
200 7.3 2-9
TEST STANDARDS ARE ASTM
-------------------------------------------------------------------------------------------------------------
(unless otherwise noted
SPECIFICATION TEST STD TEST RESULT
Sand Equivalent Value 26 25 Minimum Calif 217-
Durability Index, Coarse / Fine 63/41 35 Minimum Calif 229-
Resistance 'R' Value 85 78 Minimum Calif 301-
CONFORMS TO SECTION 26,1-1/2" CLASS 2 AGGREGATE BASE, OF THE STATE OF CALIFORNIA
STANDARD SPECIFICATIONS.
Testing Engineers - U.S. Laboratories
7895 Convoy Court. Suite IS • San Diego. California 92111 • (858) 715-5800 • Fax: (858) 715-5810
Offices Nationwide
826
Date: April 9, 2004
Job No: 46703
Client: CITY OF CARLSBAD
Address: 5950 El Camino Real
Carlsbad Ca 92008
Report No: 6773
ENGINEER: VAN OLIN, CIVIL ENGINEER
Lab No: 11648
Project: Rancho Santa Fe North Reali2nment and Widenin2
Location: Carlsbad. Ca
Samoled: Date: 03/31/04 By: TESD
Tvoe of Material: 1-1/2" Class 2 Areate Base
Submitted: Date: 03/31/04 By: TESD
Source of Material: On Site crusher stockoile
Location Samoled: Project site
IEVF ANALYSTS AS
Sieve % Passing
ize Accumulative * Specification
2' 100
1 1/2" 100 90-100
I'll 99
3/4" 89 "h' 50-85
1/2" 78
3/8" 64
NO.4 43 25-45
8 35
16 26
30 20 10-25
50 15
100 12
200 10.2 **
-------------------------------------------------------------------------------------------------------------
2-9
TEST STANDARDS ARE ASTM (unless otherwise noted'
SPECIFICATION TEST STD TEST RESULT
Sand Equivalent Value 21 ** 25 Minimum Calif 217-
Durability Index, Coarse / Fine 57 / 31 ** 35 Minimum Calif 229-
Resistance "R Value 79 78 Minimum Calif 301-
Falls outside of the specified limits.
DOES NOT CONFORM TO SECTION 26,1-1/2" CLASS 2 AGGREGATE BASE, OF THE STATE OF
CALIFORNIA STANDARD SPECIFICATIONS.
Testing Engineers - U.S. Laboratories
7895 Convoy Court, Suite 18 • San Diego. California 92111 • (858) 715-5800 • Fax: (858) 7 15-58 10
Offices.Nationwide
Date: April 9, 2004
Job No: 46703
Client: CITY OF CARLSBAD
Address: 5950 El Camino Real
Carlsbad Ca 92008
Report No: 6772
ENGINEER: VAN OLIN, CIVIL ENGINEER
Lab No: 11607
Project: Rancho Santa Fe North Realignment and Widening
Location: Carlsbad. Ca
Samoled: Date: 03/30/04 By: TESD
Tvoe of Material: 1-1/2" Class 2 Areate Base.
Submitted: Date: 03/30/04 By: TESD
Source of Material: On site crusher stockoile
Location Samoled: Project site
SIEVE ANALYSIS
---------------------------------------------------------------
ASTM 016
Sieve. % Passing
ze Accumulative * Specification
100
1 1/2" 100 90-100
1 99
3/4" 86 **
. 50-85
1/2" 69
3/8' 55
NO. 4 36 . 25-45
8 28
16 20
30 14 10-25
50 11
100 8
200 6.9 2-9
-------------------------------------------------------------------------------------------------------------
TEST STANDARDS ARE ASTM (unless otherwise noted
TEST RESULT SPECIFICATION TEST STD
Sand Equivalent Value 27 25 Minimum Calif 217-
Durability Index, Coarse / Fine 68/38 35 Minimum Calif 229-
Resistance 'R Value 83 78 Minimum Calif 301-
** Falls outside of the specified limits.
DOES NOT CONFORM TO SECTION 26,1-1/2" CLASS 2 AGGREGATE BASE, OF THE STATE OF
CALIFORNIA STANDARD SPECIFICATIONS.
Testing Engineers - U.S. Laboratories
7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810
Offices Nationwide
826
IT
Date: April 9, 2004
Job No: 46703
Client: CITY OF CARLSBAD
Address: 5950 El Camino Real
Carlsbad Ca 92008
Report No: 6771
ENGINEER: VAN OLIN, CIVIL ENGINEER
Lab No: 11591
Project: Rancho Santa Fe North Realignment and Widenin2
Location: Carlsbad. Ca
Samoled: Date: 03/29/04 By: TESD Tvoe of Material: 1-1/2" Class 2 Areate Base
Submitted: Date: 03/29/04 By: TESD
Source of Material: On site crusher
Location Samoled: Project site
-------------------------
IRVE ANALYSIS A.
Sieve % Passing
Size Accumulative * Soecification
2 100
1 1/2" 100 90-100
1" 98
3/4" 78 50-85
1/2" 58
3/8 48
NO.4 31 25-45
8 22
16 16
30 12 10-25
50 10
100 8
200 6.5 2-9
TEST STANDARDS ARE ASTM
-------------------------------------------------------------------------------------------------------------
(unless otherwise noted)
SPECIFICATION TEST STD TEST RESULT
Sand Equivalent Value 26 25 Minimum Calif 217- Durability Index, Coarse / Fine 68/40 35 Minimum Calif 229- Resistance "R" Value 82 78 Minimum Calif 301- Moisture Relations D1557, C
Max Dry Density 148.5
Optimum Moisture % 5.0
CONFORMS TO SECTION 26,1-1/2" CLASS 2 AGGREGATE BASE, OF THE STATE OF CALIFORNIA OTANDARD SPECIFICATIONS.
Testing Engineers - U.S. Laboratories
7895 Convoy Court, Suite IS San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810
Offices Nationwide
El
Date: April 1, 2004
JobNo: 46703
Client: CITY OF CARLSBAD
5950 S CHAD MHA EL Address: El Camino Real
Carlsbad 92008 is
N0.59908
EXp2/3/5* Report No: 6712
CIVIL ENGINEER: IL ENGINEER
Lab No: 11577
Project: Rancho Santa Fe North Realignment and Widening
Location: Carlsbad Ca
Sarnoled: Date: 03/25/04 By: TESD
Tvoe of Material: 3/4" Class 2 Arecate Base
Submitted: pate: 03/25/04 By: TESD
Location Samoled: On-site crusher belt
SIEVF ANALYSIS ASTMCI36 -
APR 16 2004
DUDEK & ASSOC.
FIELD OFFICE
Sieve % Passing
Size Accumulative * Specification
1 1/2 100
.1" 99** 100
3/4" 90 90-100
1/2" 73
3/8" 63
NO.4 43 35-60
8 33
16 \24
30 17 10-30
50 12
100 9
200 7.6 2-9
-------------------------------------------------------------------------------------------------------------
TEST STANDARDS ARE ASTM (unless otherwise noted)
TEST RESULT SPECIFICATION TEST STD
Sand Equivalent Value 40 25 Minimum Calif 217-
Durability index, Coarse / Fine 68/44 35 Minimum Calif 229-
Resistance "R" Value 85 78 Minimum Calif 301-
Moisture Density Relations -S D1557, C
Max Dry Density 143.0
Optimum Moisture % 7.0
Falls outside of the specified limits.
DOES NOT CONFORM TO 3/4" CLASS 2 AGGREGATE ,BASE REQUIREMENTS OF SECTION 26 OF THE
STATE OF CALIFORNIA STANDARD SPECIFICATIONS. - S
S
Testing Engineers - U.S. Laboratories
7895 Convoy Cow-I, Suite 18 4 San Diego. Caiftornia 92111 (858) 715-5800 • Fax: (858) 715-58 10.
Ot1lce Nationwide
S
PHYSICAL PROPERTIES OF SOIL & AGGREGATE
Date: October 5, 2004
Job No: 46703
Client: CITY OF CARLSBAD
Address: 1645 So. Rancho Santa Fe Rd, #202
San Marcos, CA 92078
Plan Number: P1300A-0552
Permit: N/A
Report No: 13423
ENGINEER: VAN OLIN, CIVIL ENGINEER
Lab No: 13423
Project: Rancho Santa Fe North Realignment and Widening
Location: Carlsbad, CA
Sampled: Date: 9/30/04 By: TESD
Type of Material: Class 2 Base Aggregate
Submitted: Date: 9/30/04 By: TESD . Source of Material: On-Site
Location Sampled: Area 5 Stockpile
TEST STANDARDS ARE ASTM (unless otherwise noted)
TEST RESULT SPECIFICATION TEST STD
Sand Equivalent Value 41 25 Minimum Calif 217-
Durability Index, Coarse 87 35 Minimum Calif 229-
Durability Index, Fine 60 35 Minimum Calif 229-
*SPECIFICATION/COMMENTS:
0
-
.
TestingEngineers -SanDiego,Inc. Established 1946
TEST STANDARDS, ARE ASTM
TEST
(unless otherwise specified)
RESULT SPECIFICATION TEST
STD
ASPHALT CONTENT % D6307
% OF TOTAL MIX .5.3
% BY WT. OF 5.6 4.5-5.8 AGGREGATE .
LAB COMPACTED UNIT 146.2 -D1561 & WT., PCF (HVEEM) D2726
STABILOMETER VALUE 39 35 MIN. D1560
CONFORMS TO CLASS B REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION.
-
LI
Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858) 715-
5
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TestingEngineers - SanDiego,Inc Ectablished 1946
Date: December 31, 2003
Job No: 46703
Job Name: RANCHO SANTA FE NORTH REALIGNMENT AND WIDENING
ADDRESS: Rancho Santa Fe North
Carlsbad, California
Plan Number: P1300A-0552
Z
N/A
Application:
Report No: 6420 CHAD MICHAEL ENGINEER: CHAD is, C R DAVIS
Lab No.: 10720 Up. 1201105
CIVIL Project: RANCHO SANTA FE NORTH
Location: CARLSBAD, CALIFORNIA
Sampled: Date: 12/12/03 By: TESD
Type of Material: SSPWC - B - AR4000
Submitted: Date: 12/12/03 By: TESD
Source of Material: CCAC CARROLL CANYON
Location Sampled: STA 206+25 (1959 TONS)
------------------------------------------------------------------------------------------------
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
SIIRVE ANALYSTS ASTMc116
Sieve % Passing
Size Accumulative Specification
1" 100 100.
3/411 99 87-100
1/2" 85 70-87 .
*
NO.4 52 35-52
. 8 38 22-40
16 28
30 21 ,.. -8-24
50 14 5-1•8 . .
100 9 5.
200 6.5 0-7
Testing Engineers - San Diego,'Inc., 78.95 Convoy Court, Suite 18 San Diego, CA. 92111 (858] 71
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c
TestingEngineers -SanDiego, Inc. Established 1946
Date: December 31, 2003
Job No: 46703
Job Name: RANCHO SANTA FE NORTH REALIGNMENT AND WIDENING ADDRESS: Rancho Santa Fe North
Carlsbad, California
Plan Number: P1300A-0552
Permit: N/A
Application: N/A
Report No: 6417
ENGINEER: CHAD DAVIS,
Lab No.: 10717
Project: RANCHO SANTA FE NORTH
Location: CARLSBAD, CALIFORNIA
Sampled: Date: 12/12/03 By:
Type of Material: SSPWC - B - AR4000
Submitted: Date: 12/12/03 By:
Source of Material: CCAC CARROLL CANYON
Location Sampled: STA 243+00 (484 TONS)
CHAD MICHAEI\
DAVIS \ No. 59908 1
Exp12/31/05/
CIVIL V.
TESD
TESD
Sieve % Passing
) Size Accumulative Specification
100 100
3/4' 99 87-100
1/2" 86 70-87
3/8" 76 55-76
NO. 4 58.** 35-52
8 43** 22-40
16 31
30 23 8-24
50 15 . 5-18
•
. 100 10
200 6.6 0-7
Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 921
1
1
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8
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5
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F
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8
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7
1
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-
5
8
1
0
TEST STANDARDS ARE ASTM (unless otherwise specified)
RESULT SPECIFICATION TEST TEST
STD
ASPHALT CONTENT% D6307
%OF TOTAL MIX 5.4
% BY WT. OF 5•9 ** 4.5-5.8
AGGREGATE
LAB COMPACTED UNIT 145.2 D1561 & WT., PCF (HVEEM)
. .1)2726
STABILOMETER VALUE 44 35 MN. D1560
DOES NOT CONFORM TO CLASS B REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION. ** FALLS OUTSIDE OF THE SPECIFIED LIMITS FOR CLASS B.
Testing Engineers- San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 (858] 715-5800 Fax [858] 715-5810
VED'
MAR 23 2004
DUDEK&ASSOC. I FIELD OFFICE
PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE
Date: December 23, 2003
Job No: 46673
Job Name: RANCHO SANTA FE NORTH REALIGNMENT AND WIDENING
ADDRESS: Rancho Santa Fe North
Carlsbad, California
Plan Number: PI300A-0552
Permit: N/A
Application: N/A
Report No: 6404
ENGINEER: CHAD DAVIS, CIVIL ENGINEER
Lab No.: 10713
Project: RANCHO SANTA FE NORTH
Location: CARLSBAD, CALIFORNIA
Sampled: Date: 12/10/03 By: TESD
Type of Material: SSPWC - B AR4000
Submitted: Date: 12/12/03 By: TESD
Sourced Material: CCAC CARROLL CANYON,*— SP ''e4r S7-p 416 Location Sampled: 660 TONS STA 12+00 LTD '" S'1A1
------------------------------------------------------------------------------------------------- /C• PA
opt TEST STANDARDS ARE ASTM (unless otherwise specified)
TEST RESULT SPECIFICATION • TEST SJ
STD L/th1
LAB COMPACTED UNIT 145.1 • D1561 & • WI., PCF(HVEEM) D2726
~ I'lesle
• 62
0
TEST STANDARDS ARE ASTM
TEST
(unless otherwise specified)
RESULT SPECIFICATION TEST
STD
ASPHALT CONTENT % D6307
% OF TOTAL MIX 4.9
% BY WT. OF 5.2 4.5-5.8
AGGREGATE -
LAB COMPACTED UNIT 145.4 - 1Mft4.) D1561 &
WT.,PCF(HVEEM) ' vvIv, D2726
STABILOMETER VALUE 41 35 MIN. D1560
CONFORMS TO CLASS B REQUIREMENTS OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE
LIMITS) . S
0
Date:
Job No:
Job Name:
ADDRESS
PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE
December 23, 2003
46673
RANCHO SANTA FE NORTH REALIGNMENT AND WIDENING
Rancho Santa Fe North
Carlsbad, California
Plan Number: PI300A-0552
Permit: N/A
Application: N/A
Report No: .6404
ENGINEER: CHAD DAVIS, CIVIL ENGINEER
Lab No.: 10713 •
Project:. RANCHO SANTA FE NORTH
Location: • CARLSBAD, CALIFORNIA
Sampled: Date: 12/10/03 By: TESD
Type of Material: SSPWC — B — AR4000
Submitted: Date: 12/12/03 By: TESD
Source of Material: CCAC CARROLL CANYON . S'P E
4k Location Sampled: 660 TONS STA 12+00 LTD 1V1WJ4( X19LA1.
-----------------------------------------------------
4 O -
TRST STANDARDS ARE ASTM (unless otlerwise specified) V
TEST • RESULT SPECIFICATION TEST - -°'- st'
. STD C.. 1/
LAB COMPACTED UNIT 145.1 DI561 & WT.,PCF(HVEEM) . D2726
• Date:
PHYSICAL PROPERTIES OF ASPHALTIC
August 28, 2003
CONCRETE
Job No: 46703
Job Name: RANCHO SANTA FE NORTH REALIGNMENT AND WIDENING
ADDRESS: Rancho Santa Fe North
Carlsbad, California
Plan Number: N/A
Permit: N/A
• 0 Application: N/A
• Report No: 5996
ENGINEER: CHAD DAVIS, CIVIL ENGINEER
Lab No.: 9651 S
Project: RANCHO SANTA FE NORTH
Location: CARLSBAD, CALIFORNIA
•.
Sampled: Date: 8/28/03 By: TESD
• Type of Material: 203-6 CLASS B 3/4" AR4000
Submitted: Date: 8/28/03 By: TESD
Source of Material: CCAC RANCHO SANTA FE
ND Location Sampled: RSF RD NORTHBOUND LANES STA 170+60,2 LIFT —lo,p
----------------------- ----------------- ---------------------------------------------------- -------- 1'1,4 ra ,1 ç <' 0 7- SIEVE ANALYSIS ASTM C1'6
Sieve % Passing 0 tlti, 7- ,
• Size Accumulative Specification
1" 100
• 3/4" 100 87-100
1/2" 77 70-87
3/8" 63
•
55-76
NO. 4 45 33-52 .
8 34 22-40 •
0 16 25
30 19 • 8-24
50 13 • 5-18
100 8
200 5.8 • 0-7
TEST STANDARDS ARE ASTM
TEST
(nn]esss otherwise specified)
SPECIFICATION TEST RESULT
STD
ASPHALT CONTENT % D6307
% OF TOTAL MIX 4.9
% BY WT. OF 5.2 4.55.9
AGGREGATE
LAB COMPACTED UNIT 145.4, D1561 &
WT., PCF (HVEEM)
- D2726
SSTABILOMETER VALUE 41 35 MIN. ' D1560 '
CONFORMS TO CLASS B REQUIREMENTS OF THE STANDARD
'• 'SPECIFICATIONS FOR PUBLIC 'WORKS CONSTRUCTION (MOVING AVERAGE
LIMITS). . '•
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Teing Engineers-San Diego,-.1c. 7895 Convoy Cou1, Suite 18, San Diego, CA. 92111
[858] 715-5800 Fax [858] 715-5810
REPORT OF COMPACTION TEST DATA
Swa,~, To Pa/ ~ /. ~ -
Established 1946
Project Name
Project Number. '1b7O Test Date_______________________ Page _Z ..of Client
Material
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Structure Test Location and Elevation or Depth relative to...
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Test #
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i Moisture (0/6)
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Optimum Moisture (0/6)
Relative Compaction, RC
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TeJng Engineers-San Deo,inc
7895 Convoy Court, Suite 18, San Diego, CA. 92111
[858] 715-5800 Fax [858] 715-5810
REPORT OF COMPACTION TEST DATA
Established 1946
Tng Engi neers-San Diego'- -ac.
7695 Convoy Court, Suite 18, San Diego, CA. 92111
[858] 715-5800 Fax [858] 715-5810
REPORT OF COMPACTION TEST DATA
Test Date
Established i46.
Page _4L of _7I..
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S = Soil, AC = Asphalt Concrete, AT6 = Asphalt Treated Bhe, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0= Other
-.- P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS.= Sanitary Sewer, ST = Storm Sewer, U =Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other .'24 .. / , / /7
- gg III!
Probe Depth (inches)
Wet Density'(pcf)
Dry II9 -
'Moisture N ---'-'-
- MD Curve Number
Maximum Density (pcf)
VIA Optimum Moisture
Relative Compaction, RIC
Speci ffI:1j
Specified RC
Nuclear Gauge Model and Serial
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TESD's Testing Technician: Name: Signature:
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Tdng Engineers-San Diego, mc. Established 1946
7895 Convoy Court, Suite 18, San Diego, CA. 92111
[858] 715-5800 Fax [858] 715-5810 Z
REPORT OF COMPACTION TEST DATA
Project Name
Project Number
Client
Test Date Page _i:i __z
Test Location and Elevation or Depth relative to...
Milli 1
=0011,11M Ar% -I
'I Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base AB = Aggregate Base CTS =Cement Treated Soil LTS = Lime Treated Soil, 0 = Other Structure: P =Pavement Structural Section, F =General Fill, N =Native Soil, WL =Waterline, SS =Sanitary Sewer, ST= Storm Sewer- U=Other Utilities, W = Wall Backfill, SC= Sidewalk, Curb/Gutter, 0 = Other .
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Probe Depth (inches)
A5191 I Y II1T4a
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Optimum Moisture (0/6)
Relative Compaction, RC
Relative Moisture, RM (%) M Specified AC
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Teing EngineersSan Diego, an.c. 7895 Convoy Court, Suite 18, San Diego, CA. 92111
[858] 715-5800 Fax [858] 715-5810
REPORT OF COMPACTION TEST DATA
Established 1946
P
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Project Name
Project Number
Client
Page r- of
Location and Elevation or Depth relative to...
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Test #
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Te ing Engineers-San Diego,. X. Established 1946
7895 Convoy Court, Suite 18, San Diego, CA. 92111
[858] 715-5800 Fax [858] 715-5810
Project Name
REPORT OF COMPACTION TEST DATA
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Client's or Contractor's Acknowledgement: Name: /y # Dature:
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Test Date —)'-.3 Page of Client . t4- . .
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Specified RC
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Project Name Lci
Project Number
Client
Te.... ng Engi neers-!San Diego, X. Established 1946
7895 Convoy Court, Suite 18, San Diego, CA. 92111
[858] 715-5800 Fax [858] 715-5810
REPORT OF COMPACTION TEST DATA
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Test Date _ ti::-' Page of
S. S•
Material Structure Test Location and Elevation or Depth relative to... - S It r &s ,.1flT K
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Test
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Moisture
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----=---
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Established 1946
Project Name
Project Number
Te ng Engineers-San Diego, ..c.
7895 Convoy Court, Suite 18, San Diego, CA. 92111
[858] 715-5800 Fax [858] 715-5810
'REP 9RT OF COMPACTION TEST DATA
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Page of_. 4 Iii I lient CfL. I 41 -
Test # Material Structure Test Location and Elevation or Depth relative to..
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Structure:' P = Pavement Structural Section, F = General Fill, N = Native' Soil, WL = Waterline, SS = Sanitary Sewer. ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC'= Sidewalk, Curb/Gutter, 0 = Other
Test #
Probe Depth (inches)
.......-
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______________
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IN Mei
Nuclear Gauge Model and Serial Number:
This report does not relieve the contractor of their responsibility for performance
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Client's or Contractor's Acknowledgement: Name.:
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specifications and applicable
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Pink- Field Technician
Testing Engineers - San Diego, Inc. Establishedu'l[.
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DEC 24 2003
DIJOEK & ASSOC.
FiELD OFFICE Date: December 12, 2003
Job No: 55166
Job Name: CITY OF CARLSBAD - STREET OVERLAY PROJECT ADDRESS: Various Streets
Carlsbad, California
Plan Number: N/A
Permit: N/A CHAD MICHAEL Application: N/A DAVIS (CIVIL ) Rort No: 6365 EXA .12/31/05' E:GEER: CHAD [NE a7t—;;ENG
Lab No.: -10434
Project: CITY OF CARLSBAD STREET OVERLAY (3667-7)
Location: CARLSBAD, CALIFORNIA
Sampled: Date: 11/21/03 By: TESD
Type of Material: ARHM-GG-C (TMAC)
Submitted: Date: 11/24/03 By: TESD
Source of Material: VULCAN CARROLL CANYON
Location Sampled: EAST CUL-DE-SAC OF MADERA COURT (#19)
Sieve % Passing
Size Accumulative Specification
3/4" 100 100
1/2" 99 90-100
3/8" 85 78-92
NO. 4 53 28-42
8 33 15-25
16. 22
30 16 . 5-15
50 10
100 7
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8
5
8
1
7
1
5
-
5
8
1
0
-
I Testing Engineers - San Dieg'o, Inc. Established 1
TRST STANPARDS ARR ASTM
TEST
(unless ntherwise
RESULT
specified)
SPECIFICATION TEST
STD
ASPHALT CONTENT % CTM 382
% TOTAL MIX 5.5
% BY WI. OF 5.8 5.0-7.0 AGGREGATE
LAB COMPACTED UNIT 149.4 CTM 308 WT., PCF (HVEEM)
STABILOMETER VALUE 55 23 MIN. . CTM 366
THEORETICAL MAXIMUM 156.5 D2041 DENSITY, PCF (RICE
METHOD)
VOIDS, MIX % 4.5 3-6 D3203
DEC 24.2003
DUDEK & ASSOC.
FIELD OFFICE
. .. '.
CONFORMS TO CLASS ARHM-GG-C REQUIREMENTS OF THE STAND
A
R
D
SPECIFICATIONS: FOR PUBLIC WORKS CONSTRUCTION AND SECTION 600-5 FOR TIRE MODIFIED ASPHALT CONCRETE (TMAC).
Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 921 1
1
[
8
5
8
]
7
1
5
-
5
8
0
0
F
a
x
[
8
5
8
]
7
1
5
-
5
8
1
0
/. Testing Engineers - San Diego, Inc Established 1946
DEC 24 2003
DUDE K& ASSOC
OFFICE
Date: December 12,2003
Job No: - 55166
Job Name: CITY OF CARLSBAD - STREET OVERLAY PROJECT ADDRESS: Various Streets
Carlsbad, California
Plan Number: N/A
Permit: N/A
Application: NSA
Report No: 6367 * 12/31/05 * C ENGINEER: CHAD DA CIVIL
Lab No.: 10436
Project: . CITY OF CARLSBAD STREET OVERLAY (3667-7)
Location: CARLSBAD, CALIFORNIA
Sampled: Date: 11/21/03 By;. TESD
Type of Material: ARHM-GG-C (TMAC)
Submitted: Date: 11/24/03 By: TESD
Source of Material: VULCAN CARROLL CANYON
Location Sampled: WEST SIDE OF PALENQUE STREET (#21)
Sieve % Passing
Size Accumulative Specification
3/4" 100 100
1/2" 98 90-100
3/8" - 78 78-92
NO.4 34 28-42
8 21 15-25
16 16
30 13 5-15
50 9
100 6
200 4.1 • 2-7
Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Dieg
o
,
C
A
.
9
2
1
!
!
[
8
5
8
]
7
1
5
5
8
0
0
F
a
x
[
8
5
8
]
7
1
5
-
5
8
1
0
jjj Testing Engineers - San Diego, Inc. - Established 1946
•
TEST STANDARDS ARE ASTM (imless otherwise specified)
DEC 14 2003 j
TEST RESULT SPECIFICATION TEST
STD DUDEK FIELD OiFOE -° ASPHALT CONTENT % CTM 382
% OF TOTAL MIX 6.2°
%BY WT. OF 6.6 5.0-7.0 AGGREGATE
LAB COMPACTED UNIT 148.7 CTM 308 WT., PCF (HVEEM)
STABILOMETER VALUE 31 23 Ivffl'i. CTM 366
THEORETICAL MAXIMUM 154.7 ° D2041 DENSITY, PCF (RICE
METHOD)
VOIDS, MIX % 3.9 3-6 D3203
S' CONFORMS TO CLASS ARHM-GG-C REQUIREMENTS OF THE ST
A
N
D
A
R
D
.
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND SECTION 600-5 FOR TIRE MODIFIED ASPHALT CONCRETE (TMAC).
0
Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 9211!
[
8
5
8
]
7
1
5
-
5
8
0
0
F
a
x
[
8
5
8
]
7
1
5
-
5
8
1
0
Testing Engineers - San Diego, Inc. Etab1ished 1946
RECEIVED
PHYSIC Al, OF ASPIJALTIC CONCRETI DEC 2 4 2003
Date: December 12, 2003 DUDEK & ASSOC.
FIELD OFFICE Job No: 55166
Job Name: CITY OF CARLSBAD - STREET OVERLAY PROJECT ADDRESS: Various Streets
Carlsbad, California
Plan Number: N/A
Permit: N/A Jf CHAD MICHAEL Application: N/A DAVIS
Report No: 6366
No. 59908
p ENGINEER: CHAD DAVIS, (T
.
CIVIL
Lab No.: 10435
Project: CITY OF CARLSBAD STREET OVERLAY (3667-7)
Location: CARLSBAD, CALIFORNIA
Sampled: Date: .11/21/03 By: TESD . Type of Material: ARMM-GGC (TMAC)
'
Submitted: Date: 11/24/03 By: TESD
Source of Material: VULCAN CARROLL CANYON
Location Sampled: WEST SIDE OF SEGOVIA WAY (#20)
---------------------------------------------------------------------------------
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Sieve' % Passing
Size Accumulative Specification
3/4" ' 100 100
1/2" 99 . 90-100
3/8" 88 . 78-92
NO. 4 32 28-42
8 . 16 15-25
16 12
"30' 9, 5-15
50 7
100 5
200 3.5 2-7
lu
Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, C
A
.
9
2
1
1
1
[
8
5
8
]
7
1
5
-
5
8
0
0
F
a
x
[
8
5
8
]
7
1
5
-
5
8
1
0
Testing Engineers - San Diego, Inc. Established 1946
•
RECEf TEST STANDAPDS ARE ASTIvI
TEST
Omless alberwise specified)
SPECIFICATION TEST DEC 2 4 2003
RESULT
STD
f DUDEK & ASSOC ASPHALT CONTENT % CTM 382 L.FIELD QFCE
% OF TOTAL MIX 5.6
% BY WT. OF 6.0 5.0-7.0
AGGREGATE
LAB COMPACTED UNIT 146.2 CTM 308 WT., PCF (HVEEM)
STABILOMETER VALUE 38 23 MN. CTM 366 '
THEORETICAL MAXIMUM 156.1 : D2041 DENSITY, PCF (RICE
METHOD)
VOIDS, MIX % 6.3 3-6 D3203 . CONFORMS TO CLASS ARHM—GG-C REQUIREMENTS OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND SECTION 600-5 FOR TIRE MODIFIED ASPHALT CONCRETE (TMAC).
Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810
r
'r
APR 2 2004
CITY OF CARLSBAD
EERING DEPARTMENT
CM&I DIVISION
Date: March 25, 2004
Job No: 46703
Client: CITY OF CARLSBAD
Address: 5950 El Camino Real
Carlsbad Ca 92008
CHAD MH
* No. 590
PGo1N1;:R: CIFAD
Lab No.: 11767
Project: .Rancho Santa Fe North Realignment & Widening
Location: Carlsbad Ca
Sampled: Date: 04/09/04 By: TESD
Type of Material: SSPWC - B AR4000
Submitted: Date: 04/09/04 By:. TESD
Source of Material: CCAC, Carroll Canyon
Location Sampled:
STEVE ANALYSTS ASTM
---------------------------------------------------------------------------------------------------
Sta; 223+50 Southbound, Load 474
C116
Sieve %.Passing
Size Accumulative Specification
1-1/2"
1" 100 100
3/4" 98 87-100
1/2' 71 70-87
55 55-76
NO. 4 38 35-52
8 27 22-40
16 21
30 15 8-24
50 11 5-18
100 7
200 4.8 0-7
Testing Engineers - U.S. Labs
7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810
Offices Nationwide
El RECEIVED
'I
LD
APR 2- 20,04
'. 2 YOFRBAD
ENGI'.FERG A I)EPARTMENT
CM&I DIVISION
PHYSICAl, PROPERTIES OF ASPHALTIC CONCRETE.
Date: March 25, 2004
Job No: 46703
Client: - CITY OF CARLSBAD
Address: 5950 El Camino Real
Carlsbad Ca 92008
Size Accumulative Specification
1-1/2"
1" 100 100
3/4" 100 87-100
1/2' 83 70-87
3/8" 71 55-76
NO. 4 50 35-52
8 36 22-40
16 26
30 19 8-24
50 13 5-18
100 9
200 5.9 0-7
Testing Engineers - U.S. Laboratories
7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 7.15-5800 Fax: (858) 715-581()
Offices Nationwide
ll( 'LNRLLDA
6792 b(P.'I2/3i/o5
IEVF. ANALYSTS ASTM C16
Sieve % Passing
No. 59W8
Report No:
E NGINEER: rr ADD Clvi
Lab No.: 11766
Project: Rancho Santa Fe North Realignment & Widening
Location: Carlsbad Ca
Sampled: Date: 04/09/04 By: TESD
Type of Material: SSPWC - B - AR4000
Submitted: Date: 04/09/04 By: TESD
Source of Material: CCAC, Carroll Canyon
Location Sampled: Sta. 226+00 Southbound, Load #23
Report No. 6792
0''
TEST STANDARDS ARE ASTM (unless otherwise specified)
TEST RESULT SPECIFICATION TEST
STD
ASPHALT CONTENT % . D6307
% OF TOTAL MIX 4.7
%BY WT. OF
AGGREGATE 5.0 4.5-5.8
LAB COMPACTED UNIT D1561 &
WT., PCF (HVEEM) ' 143.6 D2726
STABILOMETER VALUE 53 35 MIN. D1560
THEORETICAL MAXIMUM
DENSITY, PCF (RICE
METHOD) D2041
S VOIDS, MIX % • D3203
S CONFORMS TO SECTION 203-6, CLASS B REQUIREMENTS OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
93
U
RECEIVED
APR 2 2004
CITY OF CARLSBAD ENGINEERING DEPARTMENT
CM&I DIVISION
PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE
Date: March 25, 2004
Job No: 46703
Client: 0 CITY OF CARLSBAD
Address: 5950 El Camino Real 10
Carlsbad Ca 92008
CHAD MIC
DAVIS
fAEL '3
Report No: 6796 N6. 59%8
ENGINEER: C ~~~ ~EIN—~NEIE
Lab
CIVIL
No.: 11770 Cie
Project: Rancho Santa Fe North Realignment & idening
Location: Carlsbad Ca
Sampled: Date: 04/09/04 By: TESD
Type of Material: SSPWC - B - AR4000
Submitted: Date: 04/09/04 By: TESD
Source of Material: CCAC, Carroll Canyon
Location Sampled: Truck at CCAC, Carroll Canyon plant
-------------------------------------------------------------------------------------------------
SIFVF ANALYSTS ASTM Cl 6
Sieve % Passing
Size Accumulative Specification
1-1/2"
1" 100 100
3/4' 97 87-100
1/2'. 80 70-87
3/8" 69 55-76
NO. 4 50 35-52
8 38 22-40
16 .28
30 20 8-24
50 13 5-18
100 8
200 5.5 0-7
Testing Engineers - U.S. Laboratories
7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 + Fax: (858) 715-58i0
Offices Nationwide 0
Report No. 6796
TEST STANDARDS ARE ASTM (unless otherwise specified)
RESULT SPECIFICATION TEST TEST
STD
ASPHALT CONTENT % D6307
%OFTOTAL MIX 5.1
% BY WI OF
AGGREGATE 5.4 4.5-5.8
LAB COMPACTED UNIT D1561 &
WT., PCF(HVEEM) 144.8 D2726
STABILOMETER VALUE 37 35 MIN. D1560
THEORETICAL MAXIMUM
DENSITY, PCF (RICE
METHOD) D2041
VOIDS, MIX % D3203
CONFORMS TO SECTION 203-6, CLASS B REQUIREMENTS OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
. .0
.tJVe
1828
RECEiVED
PR i2OO4
OF CAR IS BAD
ENGINEERING DEPARTMENT CM&I DIVISION
Date: March 25, 2004
Job No: 46703,
Client: CITY OF CARLSBAD
Address: 5950 El Camino Real
Carlsbad Ca 92008 CHAD IC L
VI
Report No:6795
-.0
EXP- 12131105 ENGINEER:CIVIL
Lab No.: 11769 Or
Project: Rancho Santa Fe North Realignment & Widening
Location: Carlsbad Ca
Sampled: Date: 04/09/04 By: TESD
Type of Material: SSPWC - B - AR4000
Submitted: Date: 04/09/04 By: TESD
Source of Material: CCAC, Carroll Canyon
Location Sampled: Sta. 215+00 Center, Load #128
Sieve % Passing
Size Accumulative Specification
1-1/2'.'
11.100 100
3/4' 100 87-100
1/2' : 77 70-87
3/8" 63 55-76
NO.4 ' 44 35-52
8 32 22-40
16 24
30 18 8-24
50 12 , 5-18
100 8
200 5.2 0-7
Testing Engineers - U.S Laboratories
7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810
Offices Nationwide
U V
1826
or
L~E~NGVI'VC
'11),1111 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE
Date: March 25, 2004
Job No: 46703
Client: CITY OF CARLSBAD
Address: 5950 El Camino Real
Carlsbad Ca 92008
MICHAj
DAVIS
Report No: 6794
E
NO - 59908
ENGINEER: CH ENEER c!213 l/v5.*. VIL
Lab No.: 11768
Project: Rancho Santa Fe North Realignment & Wi ening
Location: Carlsbad Ca
Sampled: Date: 04/09/04 By: TESD
Type of Material: SSPWC - B - AR4000
Submitted: Date: 04/09/04 By: TESD
Source of Material: CCAC, Carroll Canyon
Location Sampled: Sta. 208+00 Southbound, Load #121
---------------------------------------------------------------------------------------------------------------
STEVE ANALYS1S ASTM C136
Sieve % Passing
Size Accumulative Specification
100 100
3/4' 99 . 87-100
1/2' 77 70-87
3/8 65 55-76
NO.4 48 35-52
8 37 22-40
16 28
30 21 8-24
50 14 5-18
100 9
200 6.2 0-7
Testing Engineers - U.S. Laboratories
7895 Convoy Court, Suite 18 $ San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810
Offices Nationwide
Report No. 6794
TEST STANDARDS ARE ASTM
TEST
(unless otherwise specified)
RESULT SPECIFICATION TEST
STD
ASPHALT CONTENT % D6307
% OF TOTAL MIX 5.2
%BY WT. OF
AGGREGATE 5.5 4.5-5.8
LAB COMPACTED UNIT D1561 &
WT., PCF (HVEEM) 147.2 D2726
STABILOMETER VALUE 45 35 MIN. D1560
THEORETICAL MAXIMUM
DENSITY, PCF (RICE
METHOD) D2041
VOIDS, MIX % . D3203
S. .• CONFORMS TO SECTION 203-6, CLASS B REQUIREMENTS OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
WED
S APR 2 0'.2004
DUDEK & ASSOC.
FIELD OFFICE -
PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE
Date: March 25, 2004
Job No: 46703
Client: CITY OF CARLSBAD
Address: 5950 El Camino Real L 'V41
Carlsbad Ca 92008 CHAD MICHAEL DAVIS
No. 5M
Report No: 6792 P12/31/0 ENGINEER:
Lab
*
Project: Rancho Santa Fe North Realignment & Widening
Location: Carlsbad Ca
Sampled: Date: 04/09/04 By: TESD
Type of Material: SSPWC - B - AR4000
Submitted: Date: 04/09/04 By: TESD
Source of Material: CCAC, Carroll Canyon
Location Sampled: Sta. 226+00 Southbound, Load #23
SIEVF. ANAlYSIS ASTM 06
Sieve % Passing
Size Accumulative Specification
1-1/2"
1" 100 100
3/4' 100 87400
1/2" 83 70-87
3/8 71 55-76
NO. 4 50 35-52
8 , 36 . 22-40
16 26
30 19 8-24
50 13 5-18
100 .9
200 5.9 0-7
Testing Engineers - U.S. Laboratories
7895 Convoy Court, Suite 18 • San Diego, California 92111 11 (858) 715-5800 • Fax: (858) 715-5810
Offices Nationwide
APR 2.0 2004
DUDE;(&ASSOC.
- FIELD OFFiCE
Date: March 25, 2004
Job No: 46703
Client: CITY OF CARLSBAD
Address: 5950 El Camino Real
Carlsbad Ca 92008
IIfUHAD.MICuAL\'# II I DAVIS '
11-I J Report No: 6796 % \Exp: Nó . 59908
12/31/051 * ENGINEER: C LEN
Lab No.: 11770
Project: Rancho Santa Fe North Realignment &
Location: Carlsbad Ca
Sampled: Date: 04/09/04 By: TESD
Type of Material: SSPWC - B - AR4000
Submitted: Date: 04/09/04 By: TESD
Source of Material: CCAC, Carroll Canyon
LOcation Sampled:
SIEVE ASTM ANALYSIS
-------------------------------------------------------------------------------
Truck at CCAC, Carroll Canyon plant
036
Sieve % Passing
Size Accumulative Specification
1-1/2"
Ill.100 .100
3/4" 97 87-100
1/2" 80 70-87
3/8' 69 55-76
NO. 4 50 . 35-52
8 . 38 22-40
16. 28
30 20 8-24
50 13 5-18
100 8
200 5.5 0-7
Testing Engineers - U.S. Laboratories
7895 Convoy Court', Suite 18 • San Diego, California 99-1.11 (858) 715-5800 0 Fax: (858) 715-581.0
Offices Nationwide
Report No. 6796
: 0
TFST STANDARDS ARE ASTM
TEST
(unless otherwise specified)
RESULT SPECIFICATION TEST
STD
ASPHALT CONTENT % D6307
% TOTAL MIX 5.1
% BY WI. OF
AGGREGATE 5.4 4.5-5.8
LAB COMPACTED UNIT D1561 &
WT., PCF (HVEEM) 144.8 D2726
STABILOMETER VALUE 37 35 MIN. D1560
THEORETICAL MAXIMUM
DENSITY, PCF (RICE
METHOD) D2041
VOIDS, MIX % D3203
CONFORMS TO SECTION 203-6, CLASS B REQUIREMENTS OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
S
S
9uv_
I
EC8
APR Z 0.2004
DUDEK & ASSOC.
FIELD OFFICE
PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE
Date: March 25, 2004
Job No: 46703
Client: CITY OF CARLSBAD
Address: 5950 El Camino Real / Cin MICHAEL\. Carlsbad Ca 92008 c DAVIS
No. 599M
12/31i5
Report No: 67 _
P
CIVIL
ENGINEER: CHAD DAVIS1IL EN1NE
Lab No.: 11767
Project: Rancho Santa Fe North Realignment & Widening
Location: Carlsbad Ca
Sampled: Date: 04/09/04 By: TESD
Type of Material: SSPWC - B - AR4000
Submitted: Date: 04/09/04 By: TESD
Source of Material: CCAC, Carroll Canyon
Location Sampled: Sta. 223+50 Southbound, Load #74
Sieve % Passing
Size Accumulative Specification
1-1/2"
I"• 100 100
3/4" 98 87-100
1/2" 71 70-87
3/8" 55 55-76
NO.4 38 35-52
8 27 22-40
16 21
30 15 8-24
50 11 5-18
100 7
200 4.8 0-7
Testing Engineers - U.S. Labs
7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810
) Offices Nationwide
Report No. 6793
TEST STANDARDS ARE ASTM (unless otherwise. specified)
TEST RESULT SPECIFICATION TEST
STD
ASPHALT CONTENT % . D6307
%OF TOTAL MIX 4.3
%BY WT. OF
AGGREGATE 4.5 4.5-5.8
LAB COMPACTED UNIT D1561 &
WI., PCF (HVEEM) 143.5 D2726
STABILOMETER VALUE 47 35 MIN. D1560
THEORETICAL MAXIMUM .
DENSITY, PCF (RICE.
METHOD) D2041
VOIDS, MIX % D3203
CONFORMS TO SECTION 203-6, CLASS B REQUIREMENTS OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
ECEVE[
APR 2 02004
DUDEFC & ASSOC.
FIELD OFFICE
Date: March 25, 2004
Job No: 46703
Client: CITY OF CARLSBAD
Address: 5950 El Camino Real
Carlsbad Ca 92008
CHAD MICH
Report No: 6794 NO-59908
CIVIL
No: 11768
*2/31/05*
Lab
Project: Rancho Santa Fe North Realignment & Wi ening
Location: Carlsbad Ca
Sampled: •Date: 04/09/04 By: TESD
Type of Material: SSPWC - B.— AR4000
Submitted: Date: 04/09/04 By: TESD
Source of Material: CCAC, Carroll Canyon
Location Sampled: Sta. 208+00 Southbound, Load #121
---------------------------------------------------------------------------------------------------
SIFVF. ANALYSIS ASTM Cfl6
Sieve % Passing
Size Accumulative Specification
1-1/2"
11. 100 100
87-100
1/2' 77 70-87
3/8" 65 55-76
NO.4 48 35-52
8 37 22-40
16 . 28
30 21 8-24
50 14 5-18
100. 9
200 6.2 0-7
Testing Engineers - U.S. Laboratories
7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810
Offices Nationwide
Report No. 6794
S
TEST STANDARDS ARE. ASTM (unless otherwise specified)
TEST RESULT SPECIFICATION TEST
STD
ASPHALT CONTENT % D6307
% OF TOTAL MIX 5.2
%BY WT. OF
AGGREGATE 5.5 4.5-5.8
LAB COMPACTED UNIT D1561 &
WT., PCF (HVEEM) 147.2 D2726
STABILOMETER VALUE 45 35 MIN. D1560
• THEORETICAL MAXIMUM
DENSITY, PCF (RICE
METHOD) • D2041
VOIDS, MIX % - , D3203
CONFORMS TO SECTION 203-6, CLASS B REQUIREMENTS OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
8213
PHYSICAL PROPERTIES OF ASPHALTIC CONCRE TRECEIVEH
Date: March 25, 2004 APR 2 0 2004
Job No: 46703 DUDEK & ASSOC. CITY OF CARLSBAD FIELD OFFICE Address: 5950 El Camino Real
Carlsbad Ca 92008 CHAD MICHAEL
Report No: 6
ENGINEER: Lab
_ç
c IL :.
Project: Rancho Santa Fe North Realignment & Widening
Location: Carlsbad Ca
Sampled: Date: 04/09/04 By: TESD
Type of Material: SSPWC — B — AR4000
Submitted: Date: 04/09/04 By: TESD
Source of Material: CCAC, Carroll Canyon
Location Sampled: Sta.215+00 Center, Load #128
---------------------------------------------------------------------------------------------------------------
S1F.VF. ANALYSTS ASTM Cl 36
Sieve % Passing
Size Accumulative Specification
1-1/2"
. 1" 100 100
3/4 100 87-100
1/2 77 . 70-87
3/8' 63 55-76
NO.4 44 35-52
8 32 22-40
16 24
30. 18 8-24 • .
50 12 5-18
100 • 8
200 5.2 0-7
--------------------------------------------------------------------------------------------------------------------------
Testing Engineers - U.S. Laboratories
7895 Convoy Court, Suite 18 • San Diego, California 921.1.1 • (858) 715-5800 Fax: (858) 715-5810
Offices Nationwide
Report No. 6795
TEST STANDARDS ARE ASTM (unless otherwise spcified)
RESULT SPECIFICATION TEST TEST
STD
ASPHALT CONTENT % D6307
% OF TOTAL MIX 4.7
%BY WT. OF
AGGREGATE 4.9 4.5-5.8
LAB COMPACTED UNIT S D1561&
WT., PCF (HVEEM) 143.4 D2726
STABILOMETER VALUE 42 35 MIN. D1560
THEORETICAL MAXIMUM
DENSITY, PCF (RICE S
METHOD) D2041
VOIDS, MIX % D3203
CONFORMS TO SECTION 203-6, CLASS B REQUIREMENTS OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION..
S
ii UFCAR INEERING DE
PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE
March 25, 2004
46703
CITY OF CARLSBAD
5950 El Camino Real
CHAD MI L Carlsbad Ca 92008
Date:
Job No:
Client:
Address:
ENT
"U V'p
7826
FrA 212OO4
I,
UPVJ
No. 599W
Report No: 6787
XP- 12/31/05
CIVIL I'JCTMtD. CT-I rA\Jt(. fl_ill, V._,L lfli_' 1,1% V V £_ £_# •__'
Lab No.: 11731
Project: Rancho Santa Fe North Realignment & Widening
Location: Carlsbad Ca
Sampled: Date: 04/08/04 By: TESD
Type of MteriaI: SSPWC - B - AR4000
Submitted: Date: 04/08/04 By: TESD
Source of Material: CCAC, Carroll Canyon
Location Sampled:
SIFVF. ANALYSIS ASTM
--------------------------------------------------------------------------------------------------------
CCAC, Carroll Canyon plant @ 5:45am
C 13
Sieve % Passing
Size Accumulative Specification
1" 100
3/4 100 87-100
1/2' 98 ' 70-87
3/8' 70 55-76
NO. 4 52 35-52
8 39 22-40
16 29 -
30 21 8-24
50 14 5-18
100 9
200 5.8 0-7
Testing Engineers - U.S. Laboratories
7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 -
Offices Nationwide
'
Report No. 6787
TEST STANDARDS ARE ASTM (unless ptherwise specified)
SPECIFICATION TEST TEST RESULT
STD
ASPHALT CONTENT % D6307
% OF TOTAL MIX 5.1
%BY WT. OF
AGGREGATE 5.4 4.5-5.8
LAB COMPACTED UNIT D1561 &
WT., PCF (HVEEM) 144.9 D2726
STABILOMTER VALUE 47 35 MIN. D1560
THEORETICAL MAXIMUM
DENSITY, PCF (RICE
. METHOD) D2041
VOIDS, MIX % D3203
** Falls outside of the specified limits.
DOES NOT CONFORM TO SECTION 203-6, CLASS B REQUIREMENTS OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
r
APR 2 0 2004
DUDEK & ASSOC.
FIELD OFFICE
Date: March 25, 2004
Job No: 46703
Client: CITY OF CARLSBAD
Address: 5950 El Camino Real C MICHAMEL CadsbadC a 92008 DAVIS
EXP. 12/31/05
Repoi-t No: 6787 CIVIL
ENGINEER:
Lab No.: 11731
Project: Rancho Santa Fe North Realignment & Widening
Location: Carlsbad Ca
Sampled: Date: 04/08/04 By: TESD
Type of Material: SSPWC - B - AR4000
Submitted: Date: 04/08/04 By: TESD
Source of Material: CCAC, Carroll Canyon
Location Sampled: CCAC Carroll Canyon plant @ 5:45am
-------------------------------------------------------------------------------------------------------
STFVF. ANALYSIS ASTM C 13
Sieve % Passing
Size Accumulative Specification
1" 100
3/4" too 87-100
1/2" 9* 70-87
3/8" 70 55-76
NO. 4 52 35-52
8 .39 22-40
16 29
30 21 8-24
50 14 5-18
100 9
200 5.8 0-7
Testing Engineers - U.S. Laboratories
7895 Convoy Court, Suite 18 • Sari Diego, California 92111 • (858) 715-5800 1 Fax: (858) 715-5810
Offices Nationwide
Report No. 6787
TEST STANDARDS ARE ASTM (unless otherwise specified)
TEST RESULT SPECIFICATION TEST
STD
ASPHALT CONTENT % D6307
% OF TOTAL MIX 5.1
% BY WT. OF
AGGREGATE 5.4 4.5-5.8
LAB COMPACTED UNIT D1561 &
WT., PCF(HVEEM) 144.9 D2726
STAB ILOMTER VALUE 47 35 MIN. D1560
THEORETICAL MAXIMUM
DENSITY, PCF (RICE
METHOD) D2041
VOIDS, MIX % D3203
Falls outside of the specified limits.
DOES NOT CONFORM TO SECTION 203-6, CLASS B REQUIREMENTS OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
S
0
S
I RECEI LF
IELD
2004
FIELD FjCE
Date: March 25, 2004
Job No: 46703
Client: CITY OF CARLSBAD
Address: 5950 El Camino Real L
Carlsbad Ca 92008 CHAD
41
L
Report No: 6788
No 59W8
EXA- 1/05
Lab No.: 11744
Project: Rancho Santa Fe North Realignment & Widening
Location: Carlsbad Ca
Sampled: Date: 04/08/04 By: TESD
Type of Material: SSPWC - B - AR4000
Submitted: Date: 04/08/04 By: TESD
Source of Material: CCAC, Carroll Canyon
Location Sampled: Sta. 234+00 Northbound, Load #6
-------------------------------------------------------------------------------------------------------
SIFVF ANALYSIS ASTM C136
Sieve % Passing
Size Accumulative Specification
1" 100
3/4 100 87-100
1/2 85 70-87
3/8' 73 55-76
NO. 4 52 35-52
8 38 22-40
16 29
30 21 8-24
50 14 5-18
100 9
200 5.6 0-7
Testing Engineers - U.S. Laboratories
7895 Convoy Curt, Suite 18 San Diego, California 92111 • (858) 715-5800 • Fax: (858) 7 15-58 10
Offices Nationwide
[1
Report No. 6788
TEST STANDARDS ARE ASTM
TEST
(unless otherwise —specified)
RESULT SPECIFICATION TEST
STD
ASPHALT CONTENT % D6307
% OF TOTAL MIX 5.2
% BY WT. OF
AGGREGATE 5.5 4.5-5.8
LAB COMPACTED UNIT D1561 &
WT., PCF (HVEEM) 145.2 D2726
STABILOMETER VALUE 48 35 MIN. D1560
THEORETICAL MAXIMUM
DENSITY, PCF (RICE
METHOD) D2041
VOIDS, MIX % . D3203
CONFORMS TO SECTION 203-6, CLASS B REQUIREMENTS OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
4
S
S
PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE
L
t APR 2 0-2004
AS0
Date: March 25, 2004
Job No: 46703
CITY OF CARLSBAD
Address: 5950 El Camino Real
Carlsbad Ca 92008 CHAD MICHAEL
DAVIS
Report No: 6789
No. 59W8
EXP. 12/31/05,
ENGINEER: cFrAv LEER C.IVIL
Lab No.: 11745
Project: Rancho Santa Fe North Realignment & Widening
Location: Carlsbad Ca
Sampled: Date: 04/08/04 By: TESD
Type of Material: SSPWC - B - AR4000
Submitted: Date: 04/08/04 By: TESD
Source of Material: CCAC, Carroll Canyon
Location Sampled: Sta. 215+00 Northbound, Load #22
-----------------------------------------------------------------------------------------------------
S1FVF. ANALYSIS ASTM C 13
Sieve % Passing
Size Accumulative Specification
1-1/2" 100
I" 98** 100
3/4" 98 87-100
1/2" 80 70-87
3/8" 64 55-76
NO. 4 46 35-52
8 35 22-40
16 26
30 20 8-24
50 13 5-18
lOU 9
200 5.7 0-7
Testing Engineers - U.S. Laboratories
7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810
Offices Nationwide
Report No. 6789
TRST STANDATU)S ARE ASTM (unless otherwise specified)
TEST RESULT SPECIFICATION TEST
STD
ASPHALT CONTENT % D6307
% OF TOTAL MIX 4.5
% BY WT. OF
AGGREGATE 4.7 4.5-5.8
LAB COMPACTED UNIT D1561 &
WT., PCF (HVEEM) 145.5 D2726
STABILOMETER VALUE 46 35 MIN. D1560
THEORETICAL MAXIMUM
DENSITY, PCF (RICE
METHOD) D2041
VOIDS, MIX % D3203
* * Falls outside of the specified limits.
DOES NOT CONFORM TO SECTION 203-6, CLASS B REQUIREMENTS OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
S
0
#
U U V'~
26 IS-
tJL1
NIWI :}
S
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9Sc
Date: March 25, 2004
Job No: 46703 vtoffs
Client: CITY OF CARLSBAD
Address: 5950 El Camino Real co MICHAEL Carlsbad Ca 92008 DAVIS
No. 59908 Report No: 12/31/05 *
ENGINEER: CH D CIVIL
Lab No.: 11746
Project: Rancho Santa Fe North Realignment & Widening
Location: Carlsbad Ca
Sampled: Date: 04/08/04 By: TESD
Type of Material: SSPWC - B - AR4000
Submitted: Date: 04/08/04 By: TESD
Source of Material: CCAC, Carroll Canyon
is
Location Sampled: Sta. 231+50 Northbound, Load #98
Sieve % Passing
Size Accumulative Specification
I" 100 100
3/4 99 87-100
1/2" 84 70-87
3/8 74 55-76
NO. 4 55 ** 35-52
8 41 22-40
16 30
30 22 8-24
50 15 5-18
100 10
200 6.4
-------------------------------------------------------------------------------------------------------------------------
0-7
Testing Engineers - U.S. Laboratories
7895 Convoy Court, Suite 18 1 San Diego, California 921 H • (858) 715-5800 • Fax: (858) 715-5810
Off iées Nationwide
S
Report No. 6790
TEST STANDARDS ARE ASTM
TEST
(unless otherwise specified)
RESULT SPECIFICATION TEST
STD
ASPHALT CONTENT % D6307
% OF TOTAL MIX 5.5
%BY WT. OF
AGGREGATE 5.8 4.5-5.8
LAB COMPACTED UNIT D1561 &
WT., PCF (HVEEM) 146.4 D2726
STABILOMETER VALUE 42 35 MIN. D1560
THEORETICAL MAXIMUM
DENSITY, PCF (RICE
METHOD) D2041
VOIDS, MIX % D3203
Falls outside of the specified limits.
DOES NOT CONFORM TO SECTION 203-6, CLASS B REQUIREMENTS OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS).
~11
0
S
P APR 2 0 •2004
& ASSOC
•PHYSICALPROPERTIESfOF A : N E CONCRETE
March 25, 20S Date:
Job No:
Client:
Address:
Report No:
ENGINEER:
46703
CITY OF CARLSBAD
5950 El Carnino Real
Carlsbad Ca 92008
CIVIL
I
/cHAD MICHAEL#
DAVIS
N6.59908 \
*;t No.59908 1 Exp:i2/31/05J*
kucivii
Ll
Lab No.: 11747
Project: Rancho Santa Fe North Realignment & Widening
Location: Carlsbad Ca
Sampled: Date: 04/08/04 By: TESD
Type of Material: SSPWC - B - AR4000
Submitted: Date: 04/08/04 By: TESD
Source of Material: CCAC, Carroll Canyon
Location Sampled:
---------------------------------------------------------------------------------------------
Sta. 220+00 Northbound, Load #108
Sieve % Passing
Size Accumulative Specification
1" 100 100
3/4" 98 87-100
1/2' 76 70-87
3/8" 62 55-76
NO. 4 44 35-52
8 32 22-40
16 23
30 17 8-24
50 12 5-18
100 8
200 5.1
-------------------------------------------------------------------
0-7
Testing Engineers - U.S. Laboratories
7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810
Offices Nationwide
Report No. 6791
TEST STANDARDS ARE ASTM
TEST
(unless ntherwise specified)
RESULT SPECIFICATION TEST
STD
ASPHALT CONTENT % D6307
% OF TOTAL MIX 4.6
% BY WT. OF
AGGREGATE 4.8 4.5-5.8
LAB COMPACTED UNIT D1561 &
WT., PCF (HVEEM) 144.5 D2726
STABILOMETER VALUE 45 35 MIN. D1560
THEORETICAL MAXIMUM
DENSITY, PCF (RICE
METHOD) D2041
VOIDS, MIX % D3203
CONFORMS TO SECTION 203-6, CLASS B REQUIREMENTS OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS).
S
0
Date: December 31,2003.
Job No: 46703
Job Name: RANCHO SANTA FE NORTH REALIGNMENT AND WIDENING ADDRESS: Rancho Santa Fe North
Carlsbad, California
PlanNumber: P1300A-0552
Permit: N/A
Application: N/A
Report No: 6418 CHAD MICHAEL% ENGrNEER:. CHAD DAVIS, CIVIL ENG DAVIS
o.59908 * Lab No.: 10718 Up: 12/31/05
Project: RANCHO SANTA FE NORTH CIVIL
Location: CARLSBAD, CALIFORNIA
Sampled: Date: 12/12/03 By: . TESD
Type of Material: SSPWC - B AR4000
Submitted: Date: 12/12/03 By: TESD
Source of Material: CCAC CARROLL CANYON
Location Sampled: STA 245+75 (975 TONS)
TEST STANDARTS ARE ASTM (unless otherwise specified)
TEST RESULT SPECIFICATION TEST
STD
LAB COMPACTED UNIT 146.2 D1561 & WT., PCF (HVEEM)
.
. D2726
I
Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858] 715.58
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8
5
8
]
7
1
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Testing Engineers - San Diego, Inc. Established 1946
Date: December 31, 2003
Job No: 46703
Job Name: RANCHO SANTA FE NORTH REALIGNMENT AND WIDENING ADDRESS: Rancho Santa Fe North
Carlsbad, California
Plan Number:
Permit:
Application:
Report No: 6419
ENGINEER: CHAD DAVIS
Lab No.: 10719
Project: RANCHO SANTA FE NORTH
Location: CARLSBAD, CALIFORNIA
Sampled: Date: 12/12/03 By: TESIJ
Type of Material: SSPWC B - AR4000
Submitted: Date: 12/12/03 By: TESE
Source of Material: CCAC CARROLL CANYON
Location Sampled: STA 306+75 (1516 TONS)
lEST STANDARDS ARE ASTM (imless ntherwise specified)
TEST . RESULT SPECIFICATION TEST
STD
LAB COMPACTED UNIT 145.3 D1561 & Wt, PCF (HVEEM) D2726
kd. CIVIL •-.A
P1300A-0552
N/A
N/A
CHAD MICHAEL
DAVIS \ No 59908 1
Exp. 12/31/05
Testing Engineers - San Diego, Inc., 7895Convoy Court, Suite 18 San Diego, CA. 92111 [858] 7
1
5
-
5
8
0
0
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05/28/204 08:02 858715581 TESTING ENGINEERS SD PAGE 2/11
S lIk1
PRYSICAL PROPERTIES OF ASP1ALTTC CONCRETE
Date: May 25, 2004
Job No: 46703
Client: CITY OF CARLSBAD
Address: 5950 El Camino Real
Carlsbad Ca 92008
11 OAVIS
Report No ENGINEER: C ;k8:e. ENGINEER CIVIL
Lab No.: 12188 00
Project: Rancho Sanua Fe North Realignment and Widening
Location: Carlsbad Ca
Sampled: Date: 05/19104 By: TESD
Type of Material: SSPWC - C2 - AR4000.
Submitted: Date: 05/19/04 By: TESD
Source. of: Material: CCAC, Carroll Canyon
Location Sampled: RSF southbound inside strip, final lift, Load #4
SWVR,ANAIXS!S AS1'M Mkl
Sieve % Passing
Size Accumulative Specification 0
3/4t. tOO
0
100
1/2 97 95-100 0
3/8" 82 72.88 0 0
0
NO.4 51 46-60
8 39 28-42
0
16 28 0 0
30 20 15-27
50
0
13 0 10-20
100 9 0 0
200
-------------------------------------------
5.7 0-7
0
Testing Engineers - U.S. Laboratories 7895 Convoy Court. SUitC IS • San Diego. CaliIirnia 92111 • (855) 715-5800 ,P:ix; (858) 715-581() Offices Nationwide
05/28/2004. 08:02 8587155810 TESTING' ENGINEERS SD' PAGE @3/11
Report No. 6955
11ST STANDADS ARE ASTM (ntJess ntherwi&wied)
TEST
-
RESULT SPECiFiCATION TEST STD
ASPHALT CONTENT% 06307
%OF TOTAL MIX 5.6
% BY WT. OF ACKREOATE 5.9 4.6.6.0
LAB COMPACTED UNIT WT..
D1561 & PCF (HVEEM) 145.7 , D2726
STABILOMETER VALUE 41 33 MIN, D1560
THEORETICAL MAXIMUM
' D2041 DENSITY, PCF (RICE METHOD)
VOIDS, MIX %'
' 03203
CONFORMS TO CLASS C2 REQUIREMENTS OF THE STANDARD SPECIFICATrONS
F
O
R
P
U
B
L
I
C
WORKS CONSTRUCTION (MOVING AVERAGE LIMITS). .
'
05/28/2004 08:02 8587155810 TESTING ENGINEERS SD PAGE 04/11
1( 61' 46) 4 I •) UMM WTILI * 11 (gS(01919 1lIi
Date: May 25, 2004
Job No: 46703
Client: CITY OF CARLSBAD
Address: 5950 LI Camino Real
Carlsbad Ca 92008
HAO A#
DAVIS
ENG1NER: CHA C '1NLR
Report No: 6956
?{105 *
Lab No.: 12189
GIVIL
Project: Rancho Santa Ec North Realignment and Widening
Location: Carlsbad Ca
Sampled: Date: 05/19/04 By: TESD
Type of Material: SSPWC - C2 - AR4000
Submitted: Date: 05/19/04 By: TESD
Sourcc of Material: CCAC, Carroll Canyon
Location Sampled: RSP southbound outside strip, final lift, Sta. 204+00,
Load #27
LLEAIALXS1S ASTM C136
Sieve % Passing
Size Accumulative Specification
3/4' IOU LOU
1/2" 96 95-100
3/8' 7. 72-88
NO.4 47 46-60
R 35 28.42
16 25
30 18 15-27
50 12 10-20
100 8
200 5.4 0-7
Testing Engineers - U.S. Laboratories 7895 Convoy Court. Suite 18 • San Dicgo, California 92111 • (858) 715-5800 • Pax: (858) 715-5810 Oftkcs Natinnwidc
fl
I
05/28/2004 08:02 8587155810 TESTING ENGINEERS SD PAGE 05/11
Report No. 6956
IES1 STANDARDSARR ASTM (un1Lc1thrwise pified)
TEST RESULT sPEcrFTcATroN TEST STD
ASPHALT CONTENT % 06307
% OF TOTAL MIX 5.2
% BY WT. OF AGGREGATE 5.5 4.6-6.0
LAB COMPACTED UNIT WT., DI 56) & PCF(HVEEM) 1.44,7 D2726
STABILOMETER VALUE . 41 33 MTN. D1560
THEORETICAL MAXIMUM
. D2041 DENSITY, PCF (RICE METHOD)
VOIDS, MIX % D3203
CONFORMS TO CLASS C2 REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR P
U
B
L
I
C
WORKS CONSTRUCTION (MOVING AVERAGE LIMITS),
05/28/2004 08:02 8587155810 TESTING ENGINEERS SD PAGE 06/11
Date: May 25, 2004
Job No: 46703
Client: CITY OF CARLSBAD
Addrcs: 5950 El Carnino Real
Carlsbad Ca 92008
Report No: 6957.e.—,-
1241105
ENC'ItNEER: CHAD DAVIS. CIVIL ENGINEER CIVI
Lab No.: 12190
Project: Rancho Santa Fe North Realignment and Widening
Location: Carlsbad Ca
Sampled: Date: 05/19/04 By: TESD
Type of Material: SSPWC - C2 - AR4000
Submitted: Date: 05/19/04 By: TESD
Source of Material: CCAC, Can-oil Canyon
Location Sampled: RSF southbound outside strip, final lift, Sta. 219
+
0
0
,
Load #49
SJELE..ANA1YsJS ASTM Q 3
Sieve % Passing
Size Accumulative Specification
3/4t 100 100
1/21t 96 95-100
3/8" 79 72-82
NO. 4 50 46-60
8 36 29-42-
16 26 0
30 19 15-27
50 13 10-20
100 9
200 5.6 0-7
--------------------
Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San 01eg. Culifon,ia 92111 • (858) 715-5800 • Dix: (RSH) 715-5R10 Ofticcs Nutionwidc
05/28/2004 08:02 8587155810 TESTING ENGINEERS SD PAGE 07/11
Report No. 6957
TEST STANDARDS AR ATM (nnless ntherwispered)
TEST RESULT SPECIFICATION TEST STD
ASPHALT CONTENT %
1)6307
%OF TOTAL MIX 53
% BY WT. OF AGGREGATE 5.6 4.6-6.0
TAB COMPACTED UNIT WT,, D1561 & PCF(HVEEM) 144.4 D2726
STABILOMETER VALUE 41 33 MIN. D1560
THEORETICAL MAXIMUM 02041 DENSITY, PCF (RICE METHOD)
VOIDS. MIX % S D3203
CONFORMS TO CLASS C2 REQUIREMENTS OF THE STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS).
.'
Ll
05/28/2084 08:02 8587155810 TESTING ENGINEERS SD
IIw
PAGE 08/11
L WI 1 tsT It 1s) M 81 a (US(IT
o
Date: May 25. 2004,
*
Job No: 46703
Client: CITY OF CARLSBAD
Address: 5950 El Camino Real
Carlsbad Ca 92008
M1CH4t
R Report No: * ENGINEER: CHAT)DAVIS. CIVIL ENGINEER EW 15 CIVIL
LahNo: 12191
*
Project: Rancho Santa Fe North Realignment and Widening
Location: Carlsbad Ca
Sampled; Date: 05/19/04 By: TESD
Type of Material; SSPWC
- C2 - AR400()
Submitted: Date: 05/19/04 By: TESD
Source of Material: CCAC, Carroll Canyon
Location Sampled: RSF southbound center strip, Sta. 194+50, Load #78
I EVE AN.l YSTSA
Sieve % Passing
Size Accumulativc Specification
3/4" IOU 100
1/2" 98 95-100
3/8" 83 72-88
NO.4 50 46-60
8 34 28-42
16 25
30 18 15-27
50 12 10-20
100 8
200 5.0 0-7
Testing Engineers - U.S. Laboratories 795 Crnvoy Court. Suite 18 • San Dicgo, California 92111 • (85$) 715-5800 • }as: (858) 7I5-514 1() Of) ices Nationwide
05/28/2004 08:02 8587155810 TESTING ENGINEERS SD PAGE @9/11
Report No. 6958
TEST SIAND.ARI)S ARE STM,Cink nth epecifieii
TEST
-. RESULT SPECIFICATION TEST STD
ASPHALT CONTENT %
- D6307
% OF TOTAL MIX, 5.3
% BY WT. OF AGGREGATE 5.6 4.6-6.0
LAB COMPACTED UNIT WT,, D1561 & PCF (HVEEM) 143.7 D2726
STABILOMETER VALUE 40 33 MIN.
, D1560
THEORETICAL. MAXIMUM
D2041 DENSITY, PCF (RICE METHOD)
VOIDS, MIX 96
D3203
CONFORMS TO CLASS C2 REQUIREMENTS OF THE STANDARD SPECIFIC
A
T
I
O
N
S
F
O
R
P
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B
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WORKS CONSTRUCTION (MOVING AVERAGE LIMITS).
)
405/28/2604 08:02 8587155810 TESTING ENGINEERS SD PAGE 10/11
1i
physic
Date: May 25, 2004
Job No: 46703
Client: CITY OF CARLSBAD
Address: 5950 El Camino Real
Carlsbad Ca 92008
VIS Report No
ENGINEER: C AD
%CfV!L.
Lab No.: 12198
Project: Rancho Santa Fe North Realignment and Widening
Location: Carlsbad Ca
Sampled: Date: 05/20/04 By: TESD
Type of Material: SSPWC - B - AR4000
Submitted: Date: 05/20/04 By: TESD
Source of Material: CCAC, Carroll Canyon
Location Sampled-. 1SF LTD Sta. 11+50, inside strip, final lift, Load IS
SJ
Sieve % Passing
Sizc Accumulative Specification
I" 100 100 -
3/4" 99 87-100
112" 73 70-87
3/8" 64 55-76
NO.4 46. 35-52
8 32 22.40
16 23
30 17 8-24
50 12 5-18
100 8
200 5.7 0-7
Testing Engineers - U.S. Laboratories 7895 Convoy Court. Suit 18 • S-.rn Diego. Californi:i 92111 ' (858) 715-5800 0 Pax. (85) 715-58(1) Offices Nationwide
'05/28/2004 8:02 858715581@ TESTING ENGINEERS SD PAGE 11/11
Report No. 6959
TEST SIAND-aT25, ARE ASM (iitss othrwicpecifiit1)
RESULT SPECIFICATION TEST
TEST
STD
ASPHALT CONTENT % D6307
% O TOTAL MIX 5.0
% BY WT. OF
AGGREGATE 5.3 4.5-5.8
LAB COMPACTED UNIT D1561 & Wi'., PCI? (HVEEM) 144.7 1)2726
STABILOMETER VALUE 44 35 MIN. D1560
THEORETICAL MAXIMUM
DENSITY, PCF (RICE
METHOD)
D2041
VOIDS. MIX %.
D3203
CONFORMS TO CLASS B REQUIREMENTS OF THE STANDARD SPECIFICATION
S
F
O
R
P
U
B
L
I
C
WORKS CONSTRUCTION (MOVING AVERAGE LiMiTS),
JUN 022004
DL'DEK 8 ASSOC.
FIELD OEECE
L]
Date: May 25, 2004
Job No: 46703
Client: CITY OF CARLSBAD
Address: 5950 El Camino Real
59908
Carlsbad Ca 92008 1 AVIS L
Report No: L* •2/31/05 * ENGINEER: CHAD D , I
Lab No.: 12198
Project: Rancho Santa Fe North Realignment and Widening
Location: Carlsbad Ca
Sampled: Date: 05/20/04 By: TESD
Type of Material: SSPWC - B - AR4000
Submitted: Date: 05/20/04 By: TESD
Source of Material: CCAC, Carroll Canyon
Location Sampled: RSF LTD Sta. 11+50, inside strip, final lift, Load 15
Sieve
Size
% Passing
Accumulative Specification.
1" 100 100
3/4" 99 87-100
1/2" 75 70-87
3/8" 64 55-76
NO. 4 46 35-52
S 32 22-40
16 23
30 17 .8-24
50 12 5-18
100 8
200 5.7 0-7
Testing Engineers - U.S. Laboratories
7895 Convoy Court, Suite 18 • San Diego, California 92111 4 (858) 715-5800 • Fa: (858) 715-5810
Offices Nationwide .
Report No. 6959
TEST STANDARDS ARE ASTM (unless otherwise specified)
TEST . RESULT SPECIFICATION TEST
STD
ASPHALT CONTENT % D6307
% OF TOTAL MIX 5.0
%BY WT. OF
AGGREGATE 5.3 4.5-5.8
LAB COMPACTED UNIT D1561 &
WT., PCF(HVEEM) 144.7 D2726
STABILOMETER VALUE 44 35 MIN. D1560
THEORETICAL MAXIMUM
DENSITY, PCF (RICE
METHOD) •. • D2041
* VOIDS, MIX Yo D3203
CONFORMS TO CLASS B REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION (MOVING AVERAGE LIMITS).
••
R-EA: ''-•i'
JUN 0 2 2004
DUDEK & ASSOC.
FELD FF0
M 50 V1 ti] U I *'(i) MUM 08 F.11 VI U (KS(S][ 1 U
Date: May 25, 2004
Job No: 46703
Client: CITY OF CARLSBAD
Address: 5950 El Camino Real
Carlsbad Ca 92008
CHAD MICHAEL
DAVis
Report No: Ex1312/35 * ENGINEER: CHAD DAVIS, CIVIL ENGINEER IL
Lab
Project: Rancho Santa Fe North Realignment and Widening
Location: Carlsbad Ca
Sampled: Date: 05/19/04 By: TESD
Type of Material: SSPWC - C2 - AR4000
Submitted: Date: 05/19104 By: TESD
Source of Material: CCAC, Carroll Canyon
Location Sampled: •RSF southbound center strip, Sta. 194+50, Load #78
----------------------------------------------------------------------------------------------------
STF.VE ANALYSIS ASTM C136
Sieve % Passing
Size Accumulative Specification
3/4" 100 100
1/2" 98 95-100
3/8" 83 72-88
NO. 4 50 46-60
8 34 28-42
16 25
30 18 15-27
50 12 10-20
100 8
200 5.0 0-7
Testing Engineers - U.S. Laboratories
7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 1 Fag: (858) 715-5810
Offices Nationwide
TF.ST STANDARDS ARE ASTM (unless
TEST
otherwise specified)
RESULT SPECIFICATION TEST STD
ASPHALT CONTENT % D6307
% OF TOTAL MIX 5.3
% BY WT. OF AGGREGATE 5.6 4.6-6.0
LAB COMPACTED UNIT WT., D1561 &
PCF (HVEEM) 143.7 D2726
STABILOMETER VALUE 40 33 MIN. D1560
THEORETICAL MAXIMUM D2041
DENSITY, PCF (RICE METHOD)
VOIDS, MIX % 1)3203
CONFORMS TO CLASS C2 REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION (MOVING AVERAGE LIMITS).
0
7829
_______ IIKI 02 2004
DUDE A L_?I-
PHYSICAL PROPERTIES OF ASPI-CONCRETE, CONCRETE
Date: May 25, 2004
Job No: 46703
Client: CITY OF CARLSBAD
Address: 5950 El Camino Real
Carlsbad Ca 92008 CHAD M!CHA.E
is
NO. 59908
Report No: * Exp.i5 * ENGINEER: CHAD DAVIS, CIVIL ENGINEER CNIL
Lab
Project: Rancho Santa Fe North RealiCr gnment and Widening.
Location: Carlsbad Ca
Sampled: Date: 05/19/04 By: TESD .
Type of Material: SSPWC —C2 -. AR4000
Submitted: Date: 05/19/04 By: TESD
Sourced Material: CCAC, Carroll Canyon
Location Sampled: RSF southbound outside strip, final lift, Sta. 219+00,
Load #49
SIF.VF, ANALYSIS A5TMC136
Sieve % Passing .
Size Accumulative Specification
10
5 .
3/4" 100 100
1/2" 96 95-100
3/8' 79 72-88
NO. 4 50 46-60
8 36 28-42
16 26 •
30 19 15-27 •
50 13 . 10-20 • S
100 9
200 5.6 .0-7 ••.
. .5
--------------------------------------------------------------------------------------------------------------------------
Testing Engineers - U.S. Laboratories
7895 Convoy Court, Suite 18 SanDiego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810
Offices Nationwide •. •
Report No. 6957
TEST STANDARDS ARE ASTM (unless otherwise specified)
RESULT SPECIFICATION TEST STD TEST
ASPHALT CONTENT % D6307
% OF TOTAL MIX 5.3
% BY WT. OF AGGREGATE 5.6 4.6-6.0
LAB COMPACTED UNIT WT., D1561 &
PCF (HVEEM) 144.4 D2726
STABILOMETER VALUE 41 33 MIN. D1560
THEORETICAL MAXIMUM D2041
DENSITY, PCF (RICE METHOD)
VOIDS, MIX % D3203
CONFORMS TO CLASS C2 REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION (MOVING AVERAGE LIMITS).
ECEVED
JUN 02 2004
DUDEK & ASSOC.
FELi) OFFiCE
Date: May 25, 2004
Job No: 46703
Client: CITY OF CARLSBAD.
Address: 5950 El Camino Real
Carlsbad Ca 92008 CHAD ICHAEL
Is
Report No: 6956
No - 590 1213 mr, ENGINEER: C H 91 Dy 9D AiV~l ~Sc? ~~I N E E R t*'12/31/05
CIVIL
Lab No.: 12189
Project: Rancho Santa Fe North Realignment and Widening
Location: Carlsbad Ca
Sampled: Date: 05/19/04 By: TESD
Type of Material: SSPWC - C2 - AR4000 • Submitted: Date: 05/19/04 By: TESD
Source of Material: CCAC, Carroll Canyon
Location Sampled: RSF southbound outside strip, final lift, Sta. 204+00,
Load #27
SIF.VE ANALYSIS ASTM Cl 6
Sieve % Passing
Size Accumulative Specification
3/4' 100 100
1/2" 96 95-100
3/8' 76 72-88
NO.4 47 46-60
8 35 28-42
16 25 .
30 18 15-27
50 12 10-20
100 8
200 5.4 0-7
-------------------------------------------------------------------------------------------------------------------------
- . . Testing Engineers - U.S. Laboratories
7895 Convoy Court, Suite 18 0 San Diego, California 92111 • (858) 715-5800 Fax: (858) 715-5810
Offices Nationwide
Report No. 6956
TEST STANDARDS ARE AS TM (unless otherwise specified)
TEST RESULT SPECIFICATION TEST STD
ASPHALT CONTENT % D6307
% OF TOTAL MIX 5.2-
% BY WT. OF AGGREGATE 5.5 ' 4.6-6.0
LAB COMPACTED UNIT WT., S D1561 &
PCF (HVEEM) 144.7 D2726
STABILOMETER VALUE 41 33 MIN. D1560
-THEORETICAL MAXIMUM D2041
DENSITY, PCF (RICE METHOD)
VOIDS, MIX % D3203
CONFORMS TO CLASS C2 REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION (MOVING AVERAGE LIMITS).
9
0 fl..•. . RECEVT
7826 JUN 0 2 2004
_
- DU.1 & ASSOC W FiELD OFFiCE
Date: May 25, 2004
Job No:. 46703
Client: CITY OF CARLSBAD OFESSo* Address: 5950 El Camino Real
Carlsbad Ca 92008 CHW
DA I
Report No: 6955 12/3 1*
ENGINEER: C
Lab No.: 12188
Project: Rancho Santa Fe North Realignment and Widening
Location: Carlsbad Ca
Sampled: Date: 05/19/04 By: TESD
Type of Material: SSPWC - C2 - AR4000
Submitted: Date: 05/19/04 By: TESD
Source of Material: CCAC, Carroll Canyon
Location Sampled: RSF southbound inside strip, final lift, Load #4
Sieve % Passing
Size Accumulative Specification
3/4' 100 100
1/2" 97 95-100
3/8" 82 72-88
NO. 4 51 46-60
8 '39 . 28-42
16 28
30 20 15-27
50 13 : 10-20
100 9
200 5.7 0-7
Testing Engineers - U.S. Laboratories
7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810
Offices Nationwide
Report No. 6955
11
TEST STANDARDS ARE. ASTM (unless
TEST
otherwise specified)
RESULT SPECIFICATION TEST STD
ASPHALT CONTENT % D6307
% OF TOTAL MIX 5.6
% BY WT. OF AGGREGATE 5.9 4.6-6.0
LAB COMPACTED UNIT WT., D1561 &
PCF (HVEEM) 145.7 D2726
STABILOMETER VALUE 41 33 MIN. D1560
THEORETICAL MAXIMUM D2041
DENSITY, PCF (RICE METHOD)
VOIDS, MIX % • D3203
CONFORMS TO CLASS C2 REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION (MOVING AVERAGE LIMITS).
o
A1 24 2004
D
L-
Date: May 20, 2004
Job No: 46703
CITY OF CARLSBAD
Address: 5950 EI Camino Real
Carlsbad Ca 92008 DA I
A10. 59908
Report No: 6911
'X'
. 12131105
ENGINEER:
Lab No.: 12174
Project: Rancho Santa Fe North Realignment and Widening
Location: Rancho Santa Fe North
Sampled: Date: 05/18/04 By: TESD
Type of Material: SSPWC - C2 - AR4000 (1/2")
Submitted: Date: 05/18/04 By: TESD
Source of Material: CCAC, Carroll Canyon
Location Sampled: I) Northbound, Sta. 217+00 outside strip, final lift, Ld. #8
SIEVE ANALYSIS
Sieve
ASTMCfl6
%Passing
Size Accumulative Specification
1" 100
3/4' 100 100
1/2' 98 95-100
3/8' 82 72-88
NO.4 51 46-60
8 37 28-42
16 27
30 19 . 15-27
50 . 13 10-20
100 8
200 . 5.6 . 2-7
----------------------------------------------------------------------------------------------------------------------
Testing Engineers U.S. Laboratories
7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 Fax: (858) 715-58110
Offices Nationwide
Report No. 6947
TEST STANDARDS ARE ASTM (unless nfherwise specified)
TEST RESULT SPECIFICATION TEST STD
ASPHALT CONTENT % 06307
% OF TOTAL MIX 5.6
%BY WT. OF AGGREGATE 5.9 4.6-6.0
LAB COMPACTED UNIT WT., D1561 &
.PCF (HVEEM), 145.1 D2726
STABILOMETER VALUE 41 33 MIN. D1560
THEORETICAL MAXIMUM
DENSITY, PCF (RICE METHOD) D2041
VOIDS, MIX % - 03203
CONFORMS TO CLASS C2 REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS).
Date: May 20, 2004
Job No: 46703
Client: CITY OF CARLSBAD
Address: 5950 El Camino Real
Carlsbad Ca 92008
Report No: 6948
ENGINEER: CHAD
O
CHAD MICH
s DAVIS
* NO-59908 J Exp. 12/31/0
Inic
5/
Lab No.: 12175
Project: Rancho Santa Fe North Realignment and Widening
Location: Rancho Santa Fe North
Sampled: Date: 05/18/04 By: TESD
Type of Material: SSPWC - C2 - AR4000 (1/2")
Submitted: Date: 05/18/04 By: TESD
Source of Material: CCAC, Carroll Canyon
Location Sampled:
----------------------------------------------------------------------------------------------------------
2) Northbound, Sta. 206+00 outside strip, final lift, Ld. #25
Sieve % Passing
Size Accumulative Specification
1' 100
3/4' 100 100
1/2 98 95-100
3/8' 83 72-88
NO. 4 52 46-60
8 31 28-42
16 27
30 19 15-27
50 13 10-20
100 8
200 5.4 2-7
Testing Engineers - U.S. Laboratories 0
7895 Convoy Court, Suite 18 4 San Diego, California 92111 • (858) 715-5800 Fax: (858) 715-5810
Offices Nationwide
Report No. 6948
TFST STANDARDS ARE ASTM (unless
TEST
otherwise specifie1)
SPECIFICATION TEST STD RESULT
ASPHALT CONTENT % D6307
% OF TOTAL MIX 5.5
% BY WT. OF AGGREGATE 5.8 4.6-6.0
LAB COMPACTED UNIT WI., D1561 &
PCF (HVEEM) 144.6 D2726
STABILOMETER VALUE 40 33 MIN. D1560
THEORETICAL MAXIMUM S
DENSITY, PCF (RICE METHOD) D2041
VOIDS, MIX % D3203
CONFORMS TO CLASS C2 REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS).
/
PHYSICAL PROPERTIES OF ASPETALTIC CONCRETE
Date May 20 2004
ho Job No: .46703 AN
%OFE5*
Client: CITY OF CARLSBAD •
Address: 5950 El Camino Real EL
Carlsbad 92008
. CHAD. MIC1A
No* 59908
6949
12/31/05 ENGINEER: c1-iNG1NEER
Lab No.: 12176
Project: Rancho Santa Fe North Realignment and Widening
Location: Rancho Santa Fe North
Sampled: Date: 05/18/04 By: TESD
Type of Material: SSPWC - C2 - AR4000 (1/2")
Submitted: Date: 05/18/04 By: TESD
Source of Material: CCAC, Carroll Canyon
Location Sampled: 3) Northbound, Sta. 219+00 center strip, final lift, Ld. #46
---------------------------------------------------------------------------------------------------------------
SIF.VF, ANALYSIS
Sieve
ASTM C136
% Passing
Size Accumulative Specification
1" 100
3/4" 100 100
1/2" 96 . 95-100
3/8" 82 72-88
NO.4 50 46-60
8 36 28-42
16 26
30 19 15-27
50 13 10-20
100 8
200 5.5
-----------------------------------------------------------------------------------------
2-7
Testing Engineers - U.S. Laboratories
7895 Convoy Court, Suite 18 San Diego, California 92111 (858) 715-5800 • Fax: (858) 715-5810
Offices Nationwide
LI
Report No. 6949
TEST STANDARDS ARE ASTM (unless nthenA'ise specified)
TEST RESULT SPECIFICATION TEST STD
ASPHALT CONTENT % D6307
% OF TOTAL MIX • 5.3
% BY WT. OF AGGREGATE 5.6 4.6-6.0
LAB COMPACTED UNIT WT., D1561 &
PCF (HVEEM) 144.1 D2726
STABILOMETER VALUE 42 33 MIN. D1560
THEORETICAL MAXIMUM
DENSITY, PCF (RICE METHOD) D2041
VOIDS, MIX % D3203
CONFORMS TO CLASS C2 REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS).
Date
Job No:
Client:
Address:
Report No:
ENGINEER:
May 20, 2004
46703
CITY OF CARLSBAD
5950 El Camino Real
Carlsbad Ca 92008
WC
CHAD D. , IVIL E EER
CHAD MICHAEL
DAVIS
* No. 59908
Exp: 12/31/05 *
Lab No.: 12177
Project: Rancho Santa Fe North Realignment and Widening
Location: Rancho Santa Fe North
Sampled: Date: 05/18/04 By: TESD
Type of Material: SSPWC - C2 - AR4000 (1/2")
Submitted: Date: 05/18/04 By: TESD
Source of Material: CCAC, Carroll Canyon
Location Sampled:, 4) Northbound, Sta. 19 1+00 inside strip, final lift, Ld. #69
--------------------------------------------------------------------------------------------------
Sieve % Passing
Size Accumulative Specification
1" 100
3/4' 100 100
1/2' 98 95-100
86 72-88
NO.4 55. 46-60
8 40 28-42
16 28
30 20 15-27
50 13 10-20
100 9
200 5.6. 2-7
Testing Engineers - U.S. Laboratories
7895 Convoy Court, Suite 18 I San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5811)
Offices Nationwide
Report No. 6950
TEST STANDARDS ARE ASTM (unless otherwise specified)
SPECIFICATION TEST STD TEST RESULT
ASPHALT CONTENT % D6307
% TOTAL MIX 5.7
% BY WT. OF AGGREGATE 6.0 4.6-6.0
LAB COMPACTED UNIT WT., . . . D1561 &
PCF (HVEEM) 145.4 D2726
STABILOMETER VALUE 39 33 MIN. . D1560
THEORETICAL MAXIMUM
DENSITY, PCF (RICE METHOD) D2041
VOIDS, MIX % D3203
CONFORMS TO CLASS C2 REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS).
Ll
'U Vp
•
PHYSICAL PROPERTIES
Date: May 20, 2004
OF ASPHALTIC CONCRETE
Job No: 46703
Client: CITY OF CARLSBAD S CHAD MICHAEL : Address: 5950 El Camino Real DAVIS Carlsbad Ca 92008 No. 5.99W
ENGINEER:
Lab No.. 12178
Project: Rancho Santa Fe North Realignment and Widening
Location: Rancho Santa Fe North
Sampled: Date: 05/18/04 By: TESD
Type of Material: SSPWC - C2 - AR4000 (1/2")
Submitted: Date: 05/18/04 By: TESD
Source of Material: CCAC, Carroll Canyon
Location Sampled: 5) Southbound, Sta. 246+00 inside strip, final lift, Ld. #94
Sieve % Passing
Size Accumulative Specification
1" 100
3/4' 100 100
1/2 97 95-100
3/8' 84 72-88
NO. 4 52 46-60
8 34 28-42
16 24
30 17 15-27
50 12 10-20
100 7
200 4.9 2-7
Testing Engineers - U.S. Laboratories
7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 Fax: (858) 715-5810
Offices Nationwide
Report No. 6951
TEST STANDARDS ARE. ASTM (unless otherwise specified)
SPECIFICATION TEST STD TEST RESULT
ASPHALT CONTENT % D6307
% OF TOTAL MIX 5.5
% BY WT. OF AGGREGATE 5.8 4.6-6.0
LAB COMPACTED UNIT WT., D1561 &
PCF (HVEEM) 142.5 D2726
STABILOMETER VALUE 36 33 MIN. D1560
THEORETICAL MAXIMUM
DENSITY, PCF (RICE METHOD) D2041
VOIDS, MIX % S D3203
CONFORMS TO CLASS C2 REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS).
C.
ki
0
05/20/2884 07:29 8587155810. TESTING ENGINEERS SD PAGE @2/7
PTIYSJCAT PROPERTWS.CW ASPALTJ CONCRT1
Datc: May 19, 2004
Job No: 46703
:Client: CITY OF CARLSBAD
Address: 5950lCarnino Real
Carlsbad Ca 92009 ffff6 L\\\
EM 12131105 Or
Report Nu: 693
140* 590
Lab No.: 12154
Project: Rancho Snnta Fe North Realignment and Widening
Location: Rancho Santa Fe North
Sampled: Date: 05/17/04 By: TESD
Type of Material: SSPWC-13—AR4000(w/RAP@ 15%) • S
Submitted: Date: 05/17104 By: TESD
Source of Material: CCAC, Carroll Canyon 0
La1ion Sampled: Rancho Santa Pc southbound. 2" lift inside strip, Sta. 217+00
(Sample I)
S1EYEANALY1SASTMr).6
•
•. .:...
Sieve % Passing
Size Accumulative Specification
1' 100 100
3/4 99 87-100
1/2' 82 70-87
71 5576
NO. 4 53 14 35-52
8 39 22-40
16 28
30 20 8-24 : •
• ________ 50 • 14 5-18 1& ASS(
100 9 800-450-1818
200 6.1 0-7
n
Testing Engineers - U.S. Laboratories
7895 Convoy Court. Suite iS • San Die.u, Califnrnia 92111 • (858) 715-5800 • Fax: (858) 7I558I0
Offices Naliunwide
05/20/2004 07:29 8587155810 TESTING ENGINEERS SD PAGE 03/07
Report No. 6938 •
TEST SrANOARnS ARE A.STM (nn1sotheqjfl
TEST RESULT SPECIFICATION TEST STD
ASPHALT CONTENT % D6307
%OFTOTAL MIX 5.0
% BY WT. OF AGGREGATE 5.3 4.5-5.8
LAB COMPACTED UNIT WT., 1)1561 &
PCF (HVEEM) 144.6 D2726
STABILOMBTER VALUE 39 35 MIN. D1560
THEORETICAL MAXIMUM
DENSITY, PCF (RICE METHOD) D2041
VOIDS, MIX % • • D3203
Falls outside of the spccificd limits for Class 13. • •
DOES NOT CONFORM TO CLASS B REQUIREMENTS OF THE STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS).
PAGE @4/07 05/202004 07:29 8587155810 TESTING ENGINEERS SD
I1YSTCAL PRQYERTtES OF A$PWAT.TTC CONCRETE
Date: May 19.2004
Job No: 46703
CITY OF CARLSBAD
Address: 5950 El Camino Real
0 Carlsbad Ca 92008
DAVIS
Report No- 6940 No. SAM
?CIVIL ~ENGINEER FNOflthER
Lab No 12156 Ap
• Project: RanchoSarita Fe North Realignment and Wi cning
Location: Rancho Santa Fe North
Sampled Date: 05/17/04 By TF.SJ)
Type of Material: SSPWC - B - AR4000
'Submitted: Date: 05/17/04 By: i'bSD
Source of Material: CCAC, Carroll Canyon
Location Sampled: Long term detour, 2"" lift inside strip, SW, 14+00 (Sample 3)
SJEVRANAIXSJSASTMC1i
Sicvc % Passing
Size Accumulative Specification
1" ion ioo
3/4" 99 87-100
1/2" 77 70-87 .
3/8" 61 55-76 .
NO. 4' 43 35-52 • 0
31 22-40
• .16 22 0
30 16 • .24 0
•
• 0
• • 50 II • . 5-18 S
0 100 7 • • • • 0
200 5.0 0-7 •
Testing Engineers - U.S. Laboratories
7S95 Convoy CiurL, Suitc 11$ ' San Diogo, California 92111 • (85) 715-50O • Fax: (85) 715-5R10
Officcs Nationwith:
05/20/2004 07:29 8587155810 TESTING ENGINEERS SD PAGE 05/07
Report No. 6940
TEST
-
RESULT SPECIFICATION TEST STD
ASPHALT CONTENT% D307
.% OF TOTAL MIX 4.9
% BY WT. OF AGGREGATE 5.2 4.5-5.8
LAB COMPACTED UNIT WT., D1561.&
PCF (HVEEM) 144.7 D2726
STABIWMETER VALUE 39 35 MIN. D1560
THEORETICAL MAXIMUM .
DENSITY, PCF (RICE METHOD) D2041
VOIDS, MIX % S. D3203
CONFORMS TO CLASS B REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS). S
LI
Jo
05/20I2004 07:29 8587155810 TESTING ENGINEERS SD PAGE 06/87
UYF
PIWRICAL PROPERTIES OF ASPHALTIC CONCRETE
Date: May 19.2004
Job-No: 46703
Client: CITY OF CARLSBAD
Address: 595() El Camino Real
Carlsbad Ca 92008 CHAD MICHAEL
Repoi-t No: 6939 Na Sio
Lab No.: 12155
Projcct; Ranchc, Santa Fe North Realignment an ng
Location: Rancho Santa Fe North
Sampled: Date: 05/17/04 By: TESD
Type of Material: SSPWC - B - AR4(X)0
Submitted: Date: 05/17/04 By: TESJ)
Source of Material. CCAC. Carroll Canyon
Location Sampled: Rancho Santa Fe southbound, 2nd lift inside strip, Ste. 226+00
(Sample 2)
S1EVEAt4bLYS1S ASTM C.13fa
Sieve % Passing Size . Accumulative Specification
1-1 100 100
3/4' 97 87-100
1/2" 71 70-87
3/8" 59 . 55-76
NO.4 41 '35-52
.8 30 22-40-
16 21 . . .
30 15 8-24 .
50 II 5118
•. 100 7
. 200 4.7 0-7 .
So
S.
Testing Engineers - U.S. Laboratories
7805 Convoy Ci,urt, Suite 18 Sun Dicgo. California 92111 • (858) 715-5800 • Fan: (85$) 715-5810
Offices 1rionwidc
05/2/2004 07:29 8587155810 TESTING ENGINEERS SD PAGE 07/07
Report No. 6939
• ,.,
STANDARDS ARE AS_Ud (L;nIv%q ntherwisi
TEST RESULT
wwffM)
SPECIFICATION TEST STD -.
ASPHALT CONTENT 9b
0
D6307
'Yo OFTOTAL MIX 4.7
% BY WT, OF AGGREGATE 5.0 4.5-5.8
LAB COMPACTED UNIT WT., D1561 & • PCF (HVEEM) 1,44.7 D2726
• STABILOMETER VALUE 40 35 MIN- 1)1560
• THEORETICAL MAXIMUM 0•
DENSITY, PCF (RICE METHOD) 0
D2041 • 0
• VOIDS, MIX %
. D3203
CONFORMS TO CLASS B REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS). 0
••
••
.
AC mix design review Page 1 of 2
Jason M. Linsdau
From: Chad Davis [chad.davis@uslaboratories.com]
Sent: Monday, May 17, 2004 3:34 PM
To: Jason M. Linsdau
Cc: Mark Plotnikiewicz; George Litzinger; Van Olin
Subject: AC mix design review
Rancho Santa Fe Road, Phase 1
TE-USL #46703
Mr. Linsdau,
As requested, representative(s) of Testing Engineers - US Labs have reviewed the following asphalt concrete mix
design, dated March 17, 2004, for conformance with project specifications and Greenbook specifications:
CCAC Carroll Canyon, Greenbook 203-6.4.3 (A), B-AR4000, with 15% Reclaimed Asphalt Pavement
(RAP)
The following are my comments and/or recommendations:
Project Supplemental Provisions specify Section 2036.2, Type B-AR4000 for base course, and Type C2-
AR4000 for surface course. Recycled Asphalt Concrete (RAC) is not specified for use on this project.
. Submittals for RAC should include backup data for conformance with Greenbook Section 203-7.2.2, which
will include the following test results for the Reclaimed Asphalt Pavement (RAP): sand-equivalent of
unextracted RAP, RAP asphalt viscosity (with asphalt obtained from the Abson Recovery Method) and
gradation of RAP aggregates of extracted RAP. This backup data is not included with this submittal.
The percent and type of Recycling Agent (RA) should be included in the mix design submittal. This
information is not included with this submittal. -
Please note that truck tickets for RAC mixes should conform to section 203-7.1 (include the "RAC" nomenclature).
It is our recommendation that this mix be rejected at this time based on the above comments. When the above-
outlined backup information is obtained by our office, we will review this mix further for general conformance with
Greenbook specifications.
Thank you,
Chad Davis, PE
Materials Division Manager
Sr. Project Engineer
Testing Engineers - U.S. Laboratories, Inc.
7895 Convoy Court, Suite 18
San Diego, California 92111
P: 858.715.5800 ext. 28
F: 858.715.5810
C: 619.247.2813
email: chad.davis@uslaboratories.com
This mail arrived via mail.pineapp.net • . •
6/7/2004
AC mix design review Page 2 of 2
This footnote confirms that this email message has been scanned by
PineApp Mail-SeCure for the presence of malicious code, vandals & computer viruses.
6/7/20.04
AC mix design review Page 1 of 2'
Jason M. Linsdau
From: Jason M. Linsdau
Sent: Wednesday, May 19, 2004 8:38 AM
To: 'Chad Davis'
Cc: Mark Plotnikiewicz; George Litzinger; Van Olin
Subject: RE: AC mix design review
Chad,
I'll have Hanson/Erreca's provide more testing and detail information on RA agent. However, can you please
provide a recommendation on whether 15% RAP affects the overall structural integrity of the pavement. If so,
what type of remediation would be require required, i.e. removing pavement, installing petromat prior to surface
course paving or leave as is?
Thanks,
Jason
From: Chad Davis [mailto:chad .davis@uslaboratories.com]
Sent: Monday, May 17, 2004 3:34 PM
To: Jason M. Linsdau
Cc: Mark Plotnikiewicz; George Litzinger; Van Olin
Subject: AC mix design review
Rancho Santa Fe Road, Phase 1
TE-USL #46703
Mr. Linsdau,
As requested, representative(s) of Testing Engineers - US Labs have reviewed the following asphalt concrete mix
design, dated March 17, 2004, for conformance with project specifications and Greenbook specifications
CCAC Carroll Canyon, Greenbóok 203-6.4.3 (A), B-AR4000, with 15% Reclaimed Asphalt Pavement
(RAP)
The following are my comments and/or recommendations:
Project Supplemental Provisions specify Section 203-6.2, Type B-AR4000 for base course, and Type C2-
AR4000 for surface course. Recycled Asphalt Concrete (RAC) is not specified for use on this project.
Submittals for RAC should include backup data forconformance with Greenbook Section 203-7.2.2, which
will include the following test results for the Reclaimed Asphalt Pavement (RAP): sand-equivalent of
unextracted RAP, RAP asphalt viscosity (with asphalt obtained from the Abson Recovery Method) and
gradation of RAP aggregates of extracted RAP. This backup data is not included with this submittal.
The percent and type of Recycling Agent (RA) should be included in the mix design submittal. This
information is not included with this submittal.
Please note that truck tickets for RAC mixes should conform to section 203-7.1 (include the "RAC" nomenclature):
It is our recommendation that this mix be rejected at this time based on the above comments. When the above-
6/7/2004 .
I,
AC mix design review Page 2 of 2
outlined backup information is obtained by our office, we will review this mix further for general conformance with
Greenbook specifications. -
Thank you,
Chad Davis, PE
Materials Division Manager.
Sr. Project Engineer
Testing Engineers - U.S. Laboratories, Inc.
7895 Convoy Court, Suite 18.
San Diego, California 92111
P: 858.715.5800 ext. 28
F: 858.715.5810
C: 619.247.2813
email: chad.davis@uslaboratories.com
This mail arrived via mail.pineapp.net
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
This footnote confirms that this email message has been scanned by .
PineApp Mail-SeCure for the presence of malicious code, vandals & computer viruses.
.. ..• -: . •
/
6/7/2004
:-•
•
,
AC mix design review Page 1 of
Jason M. Linsdau
From: Jason M. Linsdau
Sent: Wednesday, May 19, 2004 8:50 AM
To: 'Leonard Neumann (leonard@erreca.com)'
Cc: George Litzinger; Deb Maher
Subject: FW: AC mix design review
Leonard,
Please have Hanson/CCAC provide test results and data on the RAP (see below) that was placed on Monday.
Thanks,
Jason
From: Chad Davis [mailto:chad .davis@uslaboratories.com]
Sent: Monday, May 17, 2004 3:34 PM
To: Jason M. Linsdau
Cc: Mark Plotnikiewicz; George Litzinger; Van Olin
Subject: AC mix design review
Rancho Santa Fe Road; Phase 1
TE-USL #46703
Mr. Linsdau,
As requested, representative(s) of Testing Engineers - US Labs have reviewed the following asphalt concrete mix
design, dated March 17, 2004, for conformance with project specifications and Greenbook specifications:
CCAC Carroll Canyon, Greenbook 203-6.4.3 (A), B-AR4000, with 15% Reclaimed Asphalt Pavement
(RAP)
The following are my comments and/or recommendations:
Project Supplemental Provisions specify Section 203-6.2, Type B-AR4000 for base course, and Type C2-
AR4000 for surface course. Recycled Asphalt Concrete (RAC) is not specified for use on this project.
Submittals for RAC should include backup data for conformance with Greenbook Section 203-7.2.2, which
will include the following test results for the Reclaimed Asphalt Pavement (RAP): sand-equivalent of
unextracted RAP, RAP asphalt viscosity (with asphalt obtained from the Abson Recovery Method) and
gradation of RAP aggregates of extracted RAP. This backup data is not included with this submittal.
The percent and type of Recycling Agent (RA) should be included in the mix design submittal. This
information is not included with this submittal.
Please note that truck tickets for RAC mixes should conform to section 203-7.1 (include the "RAC" nomenclature).
•
It is our recommendation that this mix be rejected at this time based on the above comments. When the above-
outlined backup information is obtained by our office, we will review this mix further for general conformance with
Greenbook specifications.
6/7/2004
AC mix' design review Page'2 of 2
Thank you, .Chad Davis, PE
Materials Division Manager
Sr. Project Engineer
Testing Engineers - U.S. Laboratories, Inc.
7895 Convoy Court, Suite 18
San Diego, California 92111
P: 858715.580.0 ext. 28
F: 858.715.5810
C: 619.247.2813
email: chad.davis@uslaboratories.com
This mail arrived via mail.pineapp.net
This footnote confirms that this email message has been scanned by
PineApp Mail-SeCure for the presence of malicious code, vandals & computer viruses.
************************************************************************************
6/7/2004
C
AUG O62004
)U I ASSOG.
FE:Lc.;
PHYSICAl, PROPERTIES OF ASPHALTIC CONCRETE
Date: August 3, 2004
Job No: 46703
Client: CITY OF CARLSBAD
Address: 5950 El Camino Real
Carlsbad CA 92008
Report No: 7182
ENGINEER: CAP.LOS ACERO, CIVIL ENGINEER
Lab No.: 12726
Project: Rancho Santa Fe North Realignment and Widening
Location: Rancho Santa Fe North
Sampled: Date: 7-21-04 By: TESD
Type of Material: SSPWC - B - AR4000
Submitted: Date: 7-21-04 By: TESD
Source of Material: Hanson, Carlsbad
0
'..,Location Sampled Rancho 'Santa Fe & La Costa BLVD
SIEVE ANALYSTS
Sieve
ASTM
% Passing
C136
Size Accumulative Specification
1" 100 100
3/4" 100 87-100
1/2" 91 * 70-87
3/8" 73 55-76 -
NO.4 49 35-52
8 36 22-40
16 28
30 20 8-24
50 14 5-18
.1.00 9
.200 64 : ., 0-7 . •.
* = Does not conform to specifications..
Testing Engineers - U.S. Laboratories
7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 Fax: (858) 7.15-5810
Offices Nationwide
Report No.
TFST STANDARDS ARE ASTM (unless othenwise specified)
TEST TEST RESULT SPECIFICATION
STD
ASPHALT CONTENT % D6307
% OF TOTAL MIX 5.1
%BY WT. OF
AGGREGATE 5.4 4.5-5.8
LAB COMPACTED UNIT D1561 &
WT., PCF (HVEEM) .150.1 D2726
STABILOMETER VALUE . 35 MIN. D1560
DOES NOT CONFORM TO CLASS B REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS).
Testing Engineers - U.S. Laboratories
7895 Convoy Cburt, Suite .18 • San Diego, California 92111 • (858) 715-5800 Fax: (858) 7 15-58 10
Offices Nationwide
06/15/2804 !3--4 8587155818 TESTING ENGINEERS SD PAGE 01/63
amw
Testing Enginoem San Diego, Inc. EIVED
JUN 2004..
DUD
QEFJGE
MEMORANDUMIrRANSMITThL
Date: June 15, 2004 By Standard U.S. Mail Project No. 46703
TO: Jason Llnsdau Telephone: •. 760.744-4578 City of Carlsbad
Fax: 760-744-4570 1645 So: Rancho Santa Fe Rd. #202 • ___________________________ STan Marcos, California 92069-5188
FROM: ChdM. Davis, P.E.___________________________ [Telephone, 858-715-5800 •
[Fax: I 858-715-5810 Project: [Rancho Santa Fe North Realignment & Widening
-. Subject I Recycled Asphalt Paving utter
•.
Comments:
S
• Transmitted herewith is the expected letter regarding recycled asphalt pavement.
Plcasc do not hesitate to call if you have any questions or require further information. -
: Thank you,
: ChadDavis
Testing Enginccr. San Diego, Inc., 7995 Convoy Court. Suite 18 San Diego, CA. 92111 (619) 715.5800 Fax (619) 715-5810
Pogo lofl
S
• t iQcuiA &i4
Mr. Jason Linsdau . June 14, 2004 City of Carlsbad Contract No.: 46703
/ 1645 S., Rancho Santa Fe Rd, Suite 202
San Marcos, California 92069
S
Project Name: .' Rancho Santa FeRóad North, Phase 1
Subject: '' Recycled Asphalt Concrete
•' (Used for Paving on May 17, 2Q04)
•, Dear Mr. Linsdau:
As requested, Testing Engineers - U.S. Labs (TE-USL) has reviewed the information related to paving at the subject project on May 17, 2004. More specifically, we have been asked to comment on the use of recycled asphalt concrete (RAC) in the asphalt concrete mix supplied by
California Commercial Asphalt Corporation (CCAC). . As stated in our e-mail oorrespondenóe to you on May 17, 2004, the project supplemental
provisions specify a Greenbook Type B-AR4000 mix for base course pavement. The original
'• - mix design submittal given to the City of Carlsbad for review met these provisions, and did not
indicate the presence of RAC within the mix. This mix design was subsequently approved for
•., use.
Several loads of mix supplied to the project on May 17, 2004 contained material of a different
mix design that 'had not been submitted, reviewed, or approved. The mix contained
' ' approximately 15 percent RAC and had different 'asphalt cement' and gradation characteristics
than the originally approved mix. When this was discovered by the project personnel at the
plant, production-of the un-approved.mix was suspended, and the original mix design was used
, • for the remainder of base course paving.
' We have since reviewed the mix design containing the RAC to comment on the expected quality and/or performance relative to the original mix design.
It has been our experience that asphalt concrete containing RAC at or below' 15 percent generally
' : performs equal to mixes without RAC in the short term. A notable drawback to RAC pavements
is the possibility of increased binder viscosity; which in turn may 'result in a less resilient (i.e.
' brittle) pavement that may not *possess the desired thermal properties. The primary risk of using
a binder with viscosity values exceeding design is the increased frequency and magnitude of transverse thermal cracking and. block cracking over the long term. .I • " ' ' ' ' Testing Jugincers - US. Laboratories • 7X95 cnv4iy ('nhirt. Suite 18 San Dicgo. Cu1i1orna 92111 ' (858)7 I.5-580Q • FaX 05W IS-5810 ' Office.c Naliunwicic • ' ' -
06/15/2004 13 49 8587155810 TESTING ENGINEERS SD PAGE 03/03
Viscosity test results for this mix were submitted by CCAC and, reviewed by us. The viscosities
.,, '. .#
, reported were from a different date (5-0,7-04)'and presumably a different project. The method used was Abson Recovery.. Three re ported viscosity tests ranged from 6,367 to 10,283,' and ' ••
, averaged 8,230 (poise, 140F). We axe assuming that these values are consistent with the RAC mix supplied to this project. The specifies the viscosity range of AR4000 to be 3,000
to 5,000 (poise,. 140F), while' AR8000 is specified as 6,000 to 10,000 (poise, 140F). Therefore, the binder used in the RAC mix is effectively a viscosity grade AR8000.' .
Increasing asphalt grade one level' is not likely to cause noticeable performance differences in the short term. While we do not expect a significant difference in performance between the specified asphalt concrete and the supplied RAC asphalt concrete, we are pointing out the' possible consequences:
There is a possibility of increased or quickened development of transverse thermal
cracking and/or block cracking as a result of the increased viscosity, which in turn was
'brought on by the use of RAC on the mix.
TE-USL appreciates the opportunity to be of assistance to you'on this project. Should you have :1" : : •• '
any questions regarding' these test results or the content of this letter please do. not hesitate to contact the undersigned at (858)715-5800, ext. 28.
'.• ' ' Sincerely,.'.'
'Testing Engineers-San Diego, Inc.
All 00
'
' Chad M'Davis, RCE 59908 5M
:, Materials DivisiOn Manager
.
IRECENED
7825 .0 .
_ V APR 29ZOO4 Mal
DUDK & ASSOC.
F1EL) OFFiCE
PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE
Date: April 23, 2004
Job No: 46703
CITY OF CARLSBAD '
Address: 5950 El Camino Real
Carlsbad Ca 92008 HAD MICH4,EL
Report No: P/Thv5
ENGINEER; CHAO ENGINEER C.IVIL
*
Lab No.: 11774
Project: Rancho Santa Fe North Realignment & Widening
Location: Carlsbad Ca
Sampled: Date: 04/12/04 By: TESD
Type of Material: SSPWC - B - AR4000
Submitted: Date: 04/12/04 By: TESD
, Source of Material: CCAC, Carroll Canyon
Location Sampled: Rancho Santa Fe north bound, Sta. 167+00 @ center strip - 10 lift, load #22
SIF.VF. ANAlYSIS ASTM C 13
Sieve % Passing
Size Accumulative _Specification
1" 100 100
3/4' '99 87-100
1/2" 83 70-87
3/8" 68 55-76
NO. 4 47 ' 35-52
8 34 ' 22-40
16 25 'S
30 18 8-24 5
50 13 5-18
100 '8
200 5.5 0-7
V S
____.-----------------------------------------------------------------------------------------------
S Testing Engineers - U.S. Laboratories
5 7895 Convoy Court, Suite 18 • San Diego, California 92111 + (858) 715-5800 1 Fax: (858) 715-5810
S Offices Nationwide
Report No. 6828
TEST STANDARDS ARE ASTM
TEST
(unless otherwise specified)
. RESULT SPECIFICATION TEST
STD
ASPHALT CONTENT % D6307
% OF TOTAL MIX 4.8
%BY WT. OF
AGGREGATE 5.0 4.5-5.8
'.LAB COMPACTED UNIT. D156'1 &
WT., PCF (HVEEM) 144.5 b2726
STABILOMETER VALUE 38 . 35 MIN. D1560
THEORETICAL MAXIMUM -
DENSITY, PCF (RICE
METHOD) . D2041
VOIDS, MIX % . .. D3203
CONFORMS TO SECTION 203-6, CLASS B REQUIREMENTS OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
.
APR 2 9 2004
DUDEK & ASSO.
FiELO C}CE
PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE'
Date: April 23, 2004
Job No: 46703
Client: CITY OF CARLSBAD
Address: 5950 El Camino Real
Carlsbad Ca 92008,
CHAD ICHAEL
DA IS
Report No: 682 1J ENGINEER: CH
CIVIL
Lab No.: 11772
Project: Rancho Santa Fe North Realignment
Location: Carlsbad Ca
Sampled: Date: 04/12/04 By: TESD
Type of Material: SSPWC - B - AR4000
Submitted: Date: 04/12/04 By: TESD
Source of Material:
Location Sampled:
CCAC, Carroll Canyon
SIF.VF. ANALYSIS ASTM
--------------------------------------------------------------------------------------
CCAC, Carroll Canyon plant
C1'36
Sieve % Passing
Size Accumulative Specification
1" 100 100
3/4' 99 . 87-100
1/2" 79 70-87
3/8" 64 55-76'
NO.4 47 35-52
8 35 22-40
16 27
30 20
,
8-24
50 13 , 5-18
100 9
200 5.9 0-7
-------------------------------------------------------------------------------------------------------------------------
Testing Engineers -.U.S. Laboratories
7895 Convoy Court, Suite 18 • San Diego. California 92111 • (858) 715-5800 • Fax: (858) 715-5810
Offices Nationwide
TEST STANDARDS ARE ASTM
TEST
(unless otherwise. specified)
SPECIFICATION TEST RESULT
STD
ASPHALT CONTENT % D6307
% OF TOTAL MIX 4.7
%BY WT. OF
AGGREGATE 4.9 4.5-5.8
LAB COMPACTED UNIT D1561 & WT., PCF (HVEEM) 144.7 D2726
STABILOMETER VALUE 50 35 MIN. D1560
THEORETICAL MAXIMUM
DENSITY, PCF (RICE
METHOD) D2041
VOIDS, MIX % V D3203
CONFORMS TO SECTION 203-6, CLASS B REQUIREMENTS OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. V
/
~ 0
I
S
S
APR 2 9 2004
DUDEK & ASSOC.
FlEW OFFICE
Date: April 23, 2004
Job No: 46703
Client: CITY OF CARLSBAD
Address: 5950 El Camino Real j3FES3 1
Carlsbad Ca 92008
CHAD MICHAEL
DAVIS
ENGINEER: "Cii~'i~ iiAVI~CB IN
CIVIL
Lab No: 11773
.
Project Rancho Santa Fe North Realignment & i g
Location: Carlsbad Ca
Sampled: Date: 04/12/04 By: TESD
Type of Material: SSPWC - B - AR4000
Submitted: Date: 04/12/04 By: TESD
Source of Material: CCAC, Carroll Canyon ...............................
Location Sampled: Rancho Santa Fe south bound, Sta. 228+00 @ Police pad / turnout - 1 lift, load #8
SIEVE ANALYSIS ASTM C1 36
Sieve % Passing
Size Accumulative Specification
1." 100 100
3/4" 99 87-100
1/2" 61 ** 70-87
3/8' 46 i'* 55-76
NO. 4 32** 35-52
8 24 22-40
16 18
30 14 8-24
50 .10 5-18
.100: .7.
200 46 ...................0-7............................
Testing Engineers - U.S. Laboratories
7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810
Offices Nationwide
Report No. 6827
TEST STANDARDS ARE ASTM (unless otherwise specified)
TEST RESULT SPECIFICATION TEST
STD
ASPHALT CONTENT % D6307
% OF TOTAL MIX 3.7
% BY WI. OF
AGGREGATE 3.9 4.5-5.8
LAB COMPACTED UNIT 1)1561& WT., PCF (HVEEM) 143.0 D2726
STABILOMETER VALUE 48 35 MIN. D1560
THEORETICAL MAXIMUM
DENSITY, PCF (RICE
METHOD) D2041
VOIDS, MIX % . D3203
** Falls outside of the specified limits.
DOES NOT CONFORM TO SECTION 203-6, CLASS B REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
0
82)
••--•.
I I
MAY O32005 I
/ C
-
PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE
Date: April 19,2005
Job No: 46703
Client: CITY OF CARLSBAD
Address: 1645 So. Rancho Santa FeRd, #202
San Marcos, CA 92078
Report No: 7841 0, f/ic/or
ENGINEER: CARLOS ACERO, CIVIL ENGINEER
Lab No.: 14735
Project: Rancho Santa Fe North Realignment and Widening
Location: Carlsbad, CA
Sampled: Date: 4/4/05 By: TESD
Type of Material: TYPE III-C2-AR4000
Submitted: Date: 4/5/05 By: TESD
Source of Material: CCAC (PLANT NOT SUBMITTED)
Location Sampled: SAMPLE #A.
---------------------------------------------------------------------------------------------------------------
SIEVE ANALYSIS ASTM C136
Sieve % Passing
Size Accu m LII at i ye Specification
3/4' 100 100
1/2' 97 • 95-1.00
3/8" 82 75-90
NO. 4 55 50-67
8 . 39 35-50
16 29
30 21 15-30
50 14
100 9.
200 5.4 4-7
-------------------------------------------------------------------------------------------------------------------------
I Tetmg Fngineers - U.S.
7895 Convoy Court. Suite. I 8 San Diego, California 921! (858) 715-580() • Fax: (858) 715-5810
O1ice.s Natn:wnlc
Report No. 7841
TEST STANDARDS ARE ASTM (unless otherwise specified)
TEST RESULT SPECIFICATION TEST STD
ASPHALT CONTENT % D6307
%OF TOTAL MIX 6.2
% BY WT. OF AGGREGATE 6.6 4.8-6.5
LAB COMPACTED UNIT WI., 145.4 D1561 &
PCF (HVEEM) D2726
STABILOMETER VALUE 36 35 MIN. D1560
CONFORMS TO TYPE III-C2 REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS).
I
Testing Engineers - U.S. Laboratories
7 Coavoy Cowl, Suite IS • San Diego, California 92 11 I • 858) 715-5800 Fax: (858) 715-5810
Offices NaooTwJc
L
PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE
Date: April 191 2005
Job No: 46703
Client: CITY OF CARLSBAD
Address: 1645 So. Rancho Santa Fe Rd. #202
San Marcos, CA 92078
Report No: 7842
ENGINEER: CARLOS ACERO, CIVIL ENGINEER
Lab No.: 14736
Project: Rancho Santa Fe North Realignment and Widening
Location: Carlsbad, CA
Sampled: Date: 4/4/05 By: TESD
Type of Material: TYPE II !-C2-AR4000
Submitted: Date: 4/5/05 By: TESD
Source of Material: CCAC(PLANT NOT SUBMITTED)
Location Sampled: SAMPLE #B
SIEVE ANALYSIS ASTM C136
Sieve % Passing
Size Accumulative Specification
14 100 100
1/2' 96 95-100
318" 80 75-90 -
NO.4 54 50-67
8 39 35-50 -
16 29
30 22 15-30
50 15
lOU 9 -
200 57 47
----------------------------------------------------------------------------------------------------------------------
ièsting Engineers - U.S. Laboratories
7895 Convoy Court. Suite IS • San Diec. Calilomnia 92111 • ($58) 715-5800 • Pa:c $:c1; 5 ( 7 -5810
Oli.ice: 'utioIwjmie
,'858),715-5810
Report No. 7842
TEST STANDARDS ARE ASTM (unless otherwise specified)
TEST . RESULT SPECIFICATION TEST STD
ASPHALT CONTENT % D6307
%OFTOTAL MIX 5.2
% BY WT. OF AGGREGATE 5.5 4.8-6.5
LAB COMPACTED UNIT WT, 144.4 D1561 &
PCF (HVEEM) D2726
STABILOMETER VALUE 35 35 MIN. DI560
CONFORMS TO TYPE III-C2 REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS).
0
/ 7
M.4y32005
/
CONCRETE PHYSICAL PROPERTIES OF ASPHALTIC
Date: April 19, 2005
Job No: 46703
Client: CITY OF CARLSBAD
Address: 1645 So. Rancho Santa Fe Rd, 4202
San Marcos, CA 92078
Report No: 7843
ENGINEER: CARLOS ACERO, CIVIL ENGINEER
Lab No.: 14737
Project: Rancho Santa Fe North Realignment and Widening
Location: Carlsbad, CA
Sampled: Date: 4/4/05 By: TESD
Type of Material: TYPE 1I1-C2-AR4000
Submitted: Date: 4/5/05 By: TESD
Source of Material: C.CAC (PLANT NOT SUBMITTED)
Location Sampled: SAMPLE ?C
---------------------------------------------------------------------------------------------------------------
SIEVE ANALYSIS ASTM C136
Sieve % Passing
Size Accumulative Specification
3/4' 99, 100
1/2' 95 95-100
83 75-90 .
NO. 4 59 50-67
8 41 35-SO
16 30
30 . 23 15-30
50 16 ' S
. 100 lO
.
.200 6.9 , 4-7.
En Testing gineers - U.S. Laboratories
895 Convoy Coon. Suite . IS 4 San Diego. Caiomia 92111 • (858) 715-5800 -ix'. (858) 715-58 10
Ni unwide
1T>1 I4I
1828
Report No. 7843
TEST STANDARDS ARE ASTM
TEST.
(unless otherwise specified)
RESULT SPECIFICATION TEST STD
ASPHALT CONTENT % . . D6307
%OF TOTAL MIX . 5.5
% BY WT. OF AGGREGATE 5.8 4.8-6.5
LAB COMPACTED UNIT WT.. 144.8 DI 561 &
PCF (HVEEM) D2726
STABILOMETER VALUE 37 35 MIN. D1560
CONFORMS TO TYPE III-C2 REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS).
Testing Engineers - U.S. Laboratories
7895 Convey Court, Suite 8 • San Dievo. California 921 II 4 (858) 715,580() lax: (858)715-5810
Offices Naiionw!dc
MAY 113 2005
AL PROPERTIES OF ASPHALTIC CO
Date: April 19, 2005
Job No: 46703
Client: CITY OF CARLSBAD
Address: 1645 So. Rancho Santa Fe Rd, #202
San Marcos, CA 92078
Report No: 7844 6--- //or
ENGINEER: CARLOS ACERO, CIVIL ENGINEER
Lab No.: 14738
Project: Rancho Santa Fe North Realignment and Widening
Location: Carlsbad, CA
Sampled: Date: 4/4/05 By: TESD
Type of Material: TYPE III-C2-AR4000
Submitted: Date: 4/5/05 By: TESD
Source of Material: CCAC (PLANT NOT SUBMITTED)
Location Sampled: SAMPLE #D
---------------------------------------------------------------------------------------------------------------
SIEVE ANALYSIS ASTM C 13
Sieve % Passing
Size Accu ii ul ati ye Specification
3/4" 100 100
1/2" 95 95-100
3/8" 78 75-90
NO. 4 50 50-67
8 37 35-50
16 28
30 21 15-30,
50 14
100 9
200 6.0
-------------------------------------------------------------------------------------------------------------------------
4-7
Testing Engineers - U.S. Laboratories
7895 Conv-oy c'our. Suite 18 o San Diego. Cahlornia 92111 (858) 715-5800 Fax: (88) :115-58 to
Offices Nationwide
uv
IQ:4\
Report No. 7844
9 0
1828
TEST STANDARDS ARE ASTM (unless otherwise specified)
TEST RESULT SPECIFICATION TEST STD
ASPHALT CONTENT % D6307
%OF TOTAL MIX 5.5
% BY WT. OF AGGREGATE 5.8 48-6.5
LAB COMPACTED UNIT WT., 146.0 D1561 &
PCF (HVEEM) D2726
STABILOMETER VALUE 30 * 35 MIN. D1560
* -DOES NOT CONFORM TO SPECIFICATION.
DOES NOT CONFORM TO TYPE III-C2 REQUIREMENTS OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS).
Jesting Engineers - U.S. Laboratories
7895 Conuv Court. Sane 18 4 San Diego, Cali fornia 9211 4 (858) 71 5-5800 4 Fax: (858) 715-5810
onces Nati onwide
11
I!L1I t
ft
/ M4y03200
/
PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE
Date: April 19, 2005
Job No: 46703
Client: CITY OF CARLSBAD
Address: 1645 So. Rancho Santa Fe Rd. 41202
San Marcos, CA 92078
Report No:- 7845 j2- 4f./r
ENGINEER: CARLOS ACERO, CIVIL ENGINEER
Lab No.: 14739
Project: Rancho Santa Fe North Realignment and Widening
Location: Carlsbad, CA
Sampled: Date: 4/4/05 By: TESD
Type of Material: TYPE 1I1-C2-AR4000
Submitted: Date: 4/5/05 By: TESD
Source of Material: CCAC (PLANT NOT SUBMITTED)
Location Sampled: SAMPLE #E
---------------------------------------------------------------------------------------------------------------
SIEVE ANALYSIS ASTM C136
Sieve % Passing
Size Accumulative Specification
3/4' 100 100
1/2" 94*
• 95-100
3/8" 75 • 75-90
NO. 4 49 * 50-67
8 • 36 35-50
16 27
30 20 15-30
50 14
tOO 9
200 5.2 4-7
-------------------------------------------------------------------------------------------------------------------------
Testing Engineers - US. Laboratories
7595 Convoy Court. Suite I S • San Diego. Cahtoruia 92 I 1 (858) 715-5800 • Fax: 858) 75-5510
- ()ifices N!un\ade
u
Report No. 7845
• _
TEST STANDARDS ARE ASTM (unless otherwise specified)
TEST RESULT SPECIFICATION TEST STD
ASPHALT CONTENT% D6307
% TOTAL MIX 5.4
% BY WT. OF AGGREGATE 5.7 4.8-6.5
LAB COMPACTED UNIT WT.. 146.7 D1561 &
PCF (HVEEM) . D2726
STABILOMETER VALUE 40 35 MIN. D1560
CONFORMS TO TYPE III-C2 REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS).
I . Testing Engineers - U.S. Laboratories
7895 Convo Court Si.;;!(' I . San Diego. California 921.11 k8581)715-5800 Fax: (858) 7$ 5-5810
Offices Nationwide
MAY 032005.
PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE
Date: April 19, 2005
Job No: 46703
Client: CITY OF CARLSBAD
Address: 1645 So. Rancho Santa Fe Rd, tf202
San Marcos, CA 92078
Report No:s 7846 GL 4-
ENGINEER: CARLOS ACERO, CIVIL ENGiNEER
Lab No.: 14740
Project: Rancho Santa Fe North Realignment and Widening
Location.: Carlsbad, CA
Sampled: Date: 4/5/05 By: TESD
Type of Material: TYPE I1I-C2-AR4000
Submitted: Date: 4/6/05 By: TESD
Source of Material: CCAC (PLANT NOT SUBMITTED)
Location Sampled: SAMPLE #F
---------------------------------------------------------------------------------------------------------------
SIEVE ANALYSIS ASTM C136
Sieve % Passing
Size - Accumulative Specification
3/4' 100 100
1/2 96 . 95-100
3/8" 79 75-90
NO. 4 54 50-67
8 37 35-50
16 27
30 20 15-30
50 13
100. 8 .
200 4.5 4-7
Testing Engineers - U.S. Laboratories
7195 Convtw Couri, Suite 18 • San Dieao. C:hfcnua 921 I 858) 715-5800 Fax: (858) 71.5-5's I f
Oil ic Nationu.d:
Report No. 7846
TEST STANDARDS ARE ASTM (unless otherwise specified)
TEST RESULT SPECIFICATION TEST STD
ASPHALT CONTENT % D6307
% OF TOTAL MIX 5.3
% BY WT. OF AGGREGATE 5.6 48-6.5
LAB COMPACTED UNIT WT., 143.1 D1561 &
PCF (HVEEM) D2726
STABILOMETER VALUE 35 35 MIN. D1560
CONFORMS TO TYPE III-C2 REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS).
Testing Etigineers - U.S. Laboratories
7895 COnVOY Court. Suile. N • Sun Die.Vo. Calitorma 9211 (858.)']5-580;11 i Fax: (858) 7.15-581)
Ofnees Nationwide
.0 v
MAY 03 2005
PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE
Date: April 19, 2005
Job No: 46703
Client: CITY OF CARLSBAD
Address: 1645 So. Rancho Santa Fe Rd, #202
San Marcos, CA 92078
Report No: 7847
ENGINEER: CARLOS AC - 0. CIVIL ENGINEER
Lab No.: 14741
Project: Rancho Santa Fe North Realignment and Widening
Location: Carlsbad, CA
Sampled: Date: 4/5/05 By: TESD
Type of Material: TYPE III-C2-AR4000
Submitted: Date: 4/6/05 By: TESD
Source ofMaterial: CCAC (PLANT NOT SUBMITTED)
Location Sampled: SAMPLE #G
-----------------------------------------------------------------------------------------------
SIEVE ANALYSIS ASTM C 136
Sieve % Passing
Size Accumulative Specification
3/4" 100 100
112" 95 95-100
3/8"'81 75-90
NO.4 51 50-67
8 37 35-50
16 29
30 22 15-30
50 IS
100 9
200 5.8 4-7
Testing Engineers U.S. Laboratories
795 Con Coiut Suite i • San Diego. Caboruia 92 I • 35 7I5-500 Fax: (S58) '71 5-5 U
Ofhn: Niltioi d
Report No. 7847
826
TEST STANDARDS ARE ASTM (unless otherwise specified)
TEST RESULT SPECIFICATION TEST STD
ASPHALT CONTENT % D6307
%OF TOTAL MIX . 5.3
% BY WT:OF AGGREGATE 5.6 4.8-6.5
LAB COMPACTED UNIT WT., 143.8 D1561 &
PCF(HVEEM) D2726
STABILOMETER VALUE 30 * 35 MIN. D1560
*
- DOES NOT CONFORM TO SPECIFICATION.
DOES NOT CONFORM TO TYPE III-C2 REQUIREMENTS OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS).
Testing Engineers U.S. Laboratories
7895 Convoy Court. Suite 18 • San Dieso, California 92 I I • (858) 715-5800 • Fa.: (858) 715-5810
Office' Nationwide
1825
.1
2005
PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE
Date: I April 22, 2005
Job No: 46703
Client: CITY OF CARLSBAD
Address: 1645 So. Rancho Santa Fe Rd, #202
San Marcos, CA 92078
Report No: 7853 0..
ENGINEER: CARLOS ACERO, CIVIL ENGINEER
Lab No.: 14758
Project: Rancho Santa Fe North Realignment and Widening
Location: Carlsbad, CA
Sampled: Date: 4/7/05 By: TESD
Type of Material: TYPE ill-C2-AR4000
Submitted: Date: 4/11/05 By: TESD
Source of Material: CCAC Plant #1
Location Sampled: SAMPLE fiH
---------------------------------------------------------------------------------------------------------------
SIEVE ANALYSIS ASTM C136
Sieve % Passing
Size Accumulative Specification
3/4' 100 . 100
1/2 96 95-100
3/8' 81 75-90
NO. 4 54 50-67
8 37 35-50
16 27
30 20 15-30
50. 14
100 9
200 5.2
-------------------------------------------------------------------------------------------------------------------------
4-7
Testing Engineers - U.S. Laboratories
7895 Ccmvo' Curt, Suite I c $ San Diego, California 92111 • S5) 715-5800 Fax: (85) 75-5810
Offices Na uouvide
Pr
L
Report No. 7853
•
______ TEST STANDARDS ARE ASTM (unless otherwise specified)
TEST RESULT SPECIFICATION TEST STD
ASPHALT CONTENT % . D6307
%OF TOTAL MIX 5.2
%BY WI: OF AGGREGATE 5.5 4.8-6.5
LAB COMPACTED UNIT WI., 143.2 D1561 &.
PCF (HVEEM) D2726
STABILOMETER VALUE 42 35 MIN. . DISÔO
CONFORMS TO TYPE III-C2 REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS).
I
I
Testing Engineers - U.S. Laboratories
795 Convoy Court, Suite jy • San Diego. California 92311 1 • (858) 7)5-581)0 • Fax: (858) 75-5810
Offices Nationwide
I
o Y
1828 i...
MAY 032005
PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE
Date: April 22, 2005
Job No: 46703
Client: CITY OF CARLSBAD
Address: 1645 So. Rancho Santa Fe Rd, #202
San Marcos, CA 92078
Report No: 7854
ENGINEER: . CARLOS ACERO, CIVIL ENGINEER
Lab No.: 4759
Project: Rancho Santa Fe North Realignment and Widening
Location: Carlsbad, CA
Sampled: Date: 4/7/05 By: TESD
Type of Material: TYPE lll-C2-AR4000
Submitted: Date: 4/I1/05 . By: TESD
Source of Material: CCAC Plant #1
Location Sampled: SAMPLE #1
---------------------------------------------------------------------------------------------------------------
SIEVE ANALYSIS'ASTM C136
Sieve % Passing
Size Accumulative Specification
3/4" 100 100
1/2" 95 95-100
3/8 76 75-90
NO. 4 49 * 50-67
8 35 35-50
16 26
30 20 15-30
50 14
100 8
200. 5.1
-------------------------------------------------------------------------------------------------------------------------
4-7
Testing Engineers - U.S. Laboratories
7;95 Cc'ur,Suite. 18 • San Diego, Ca)ifcirnia 921 i 1 ' 858) 715-58O0 Fan: (858 7 5.58
Offices NaiunwkL
Report No. 7854 1828
TEST STANDARDS ARE ASTM (unless otherwise specified)
TEST RESULT SPECIFICATION TEST STD
ASPHALT CONTENT % D6307
%OF TOTAL MIX 4.9
% BY WI. OF AGGREGATE 5.2 4.8-6.5
LAB COMPACTED UNIT WT.,, 143.0 D1561 &
1 PCF (HVEEM) D2726
STABILOMETER VALUE 42 35 MIN. D1560
* DOES NOT CONFORM TO SPECIFICATION.
DOES NOT CONFORM TO TYPE III-C2 REQUIREMENTS OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS).
Testing Engineers - U.S Laboratories
7895 Convoy Cowi, Suik' IS Sm Dkgo. California 921 .1.1 • (858) 715-5800 Fox. (858) 715-5810
Olfficcs Nationwide.
:T 7 I1
0 2005 2)
PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE
Date: April 22. 2005
Job No: 46703
Client: CITY OF CARLSBAD
Address: 1645 So. Rancho Santa Fe Rd, 202
San Marcos, CA 92078
Report No: 7855 f'zr/cr
2~C "L ENGINEER: CARLOS AC I V71 ENGINEER
Lab No.: 14760
Project: Rancho Santa Fe North Realignment and Widening
Location: Carlsbad, CA
Sampled: Date: 4/7/05 By: TESD
Type of Material: TYPElIl-C2-AR4000
Submitted: Date: 4/I1/05 By: TESD
Source of Material: CCAC Plant #1
Location Sampled: SAMPLE #J
----------------------------------------------------------------------------------------------- SIEVEANALYSISASTMCI3o
Sieve % Passing
Size Accumulative Specification
3/4' 100 100
1/2' 94 * 95-100
3/8 71 * 75-90
NO. 4 40 * 50-67
8 29 * 35-50
16 23
30 18 15-30
50 12
100 8
200 4.5 4-7
Testing Engineers - U.S. Laboratories
7E95 Conv .. Sute 1S # San Diego, California 9211.1 (5X 715-5801) Fax: (858) 715-5810
Offices Nationwide
I
vl
Report No. 7855
1825
TEST STANDARDS ARE ASTM (unless otherwise specified)
TEST RESULT SPECIFICATION TEST STD
ASPHALT CONTENT% D6307
%OFTOTAL MIX 4.5
% BY WT. OF AGGREGATE 4.7 * 4.8-6.5
LAB COMPACTED UNIT WT., 143.4 D1561 &
PCF (HVEEM) D2726
C
STABILOMETER VALUE 34 * 35 MIN. D1560
"DOES NOT CONFORM TO SPECIFICATION. .
DOES NOT CONFORM TO TYPE III-C2 REQUIREMENTS OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS).
I . .
Testing Engineers - U.S. Laboratories
-
S95 Convoy Court. Suite .8 * San Diego. ('ahiniia 921. II • (858) 715-5800 ' Fax: $58) 7 15-$
Office- N:nioowide
ri
U V'~
vuj
I
PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE
Date: April 22, 2005
Job No: 46703
Client: CITY OF CARLSBAD
Address: 1645 So. Rancho Santa Fe Rd, f/202
San Marcos, CA 92078
Report No: 7856
ENGINEER: CARLOS ACE 0, CIVIL ENGINEER
Lab No.: 14761
Project: Rancho Santa Fe North Realignment and Widening
Location: Carlsbad, CA
Sampled: Date: 4/7/05 By: TESD
Type of Material: TYPE 11I-C2-AR4000
Submitted: Date: 4/I1/05 By: TESD
Source of Material: CCAC Plant .41
Location Sampled: SAMPLE #K
---------------------------------------------------------------------------------------------------------------
SIEVE ANALYSIS ASTM C136
Sieve % Passing
Size Accumulative Specification
3/4" 100 100
1/2" 93 * 95-100
3/8" 76 75-90
NO.4 51 50-67
8 36 35-50
16 27
30 20 15-30.
50 13 .
tOO 8 .
200 4.3 4-7
-----------------------------------------------------------------------------------------------------------------------
Testing Engineers - U.S. Laboratories
7595 Convoy Coui. Suite I • San O.te.go. California 92111 (855'-'.7'15-5800 f $5$ 7 5-5811)
Offices Nationwide
Report No. 7855
1825
.
TEST STANDARDS ARE ASTM (unless otherwise specified)
TEST RESULT SPECIFICATION TEST STD
ASPHALT CONTENT % D6307
%OF TOTAL MIX 5.0
% BY WT. OF AGGREGATE 4.3 4.86.5
LAB COMPACTED UNIT WT.. 143.6 D1561 &
PCF(HVEEM) . D2726
STABILOMETER VALUE 42 35 MIN. D1560
I
* DOES NOT CONFORM TO SPECIFICATION.
DOES NOT CONFORM TO TYPE III-C2 REQUIREMENTS OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS).
èsting Engineers U.S. Laboratories
7395 Convoy Court. Suic 13 • San Diego" Caiiiorn 9211.1 • c,8581 715-5800 • Fax: i 85 8) 75-580
Ofttce Nat iottsvjdc
'82
I NOVj92Ofl4
DUD
PHYSICAL PROPERTIES OF ASPHALTIC CONCRFI
Date: October 27, 2004
Job No:. 46703
Client: . CITY OF CARLSBAD
Address: 5950 El Camino Real
Carlsbad Ca 92008
Report No: 7478 (11— Lf
ENGINEER: CARLOS E. ACERO, CIVIL ENGINEER .
Lab No.: 13551
Project: Rancho Santa Fe North Realignment & Widening
Location: Carlsbad Ca .
Sampled: Date: 10/12/04 By: TESD
Type of Material: 3/4" AR-4000 203-6 CLASS B
Submitted: Date: 10/12/04 By: TESD
Source of Material: Hanson, Miramar .
.
Location Sampled: Rancho Santa Fe Rd, S.bnd Sta.'167+50, 1st left inside strip
SIEVE ANALYSIS ASTM C136
Sieve % Passing
Size Accumulative Specification
1" 100 100
3/4" 98 . 87-100-
1/2" 79 . 70-87
3/8" 68 5-76
NO.4 49 35-52
8 37 22-40
16 27 0
30 20 . 8-24
50 14 5-18 •' . 0
100 9 "
200
6.1 ' 0-7
-------------------------------------------------------------------------------------------------------------------------
Testing Engineers - U.S. Laboratories
7895 Convoy Court, Suite 18 • San Diego, Cali1ornia 9211 • (858) 715-5800 • Fax: (858) 7 15-58 10
Offices Nationwide
Report No. 7478
TEST STANDARDS ARE ASTM (unless otherwise specified)
TEST RESULT SPECIFICATION TEST
STD
ASPHALT CONTENT % 382
% OF. TOTAL MIX 5.1
% BY WI. OF
AGGREGATE 5.4 4.5-5.8
LAB COMPACTED UNIT . D1561&
WT., PCF (HVEEM) 142.7 D2726
CONFORMS TO CLASS B REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS).
I
Testing Engineers - IJ.S. Laboratories
7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 Fax: (858) 715-5810
Offices Nationwide
Date:
Job No:
Client:
Address:
Report No:
ENGINEER:
I
______
•
F REC1!E:fl
NOV 19ZOO4
PHYSICAL PROPERTIES OF ASPHALTIC CONCRITE CE t ASOC.
L.
October 27, 2004
46703
CITY OF CARLSBAD
5950 El Camino Real
Carlsbad Ca 92008
0
7479 iif//o
CARLOS E. ACERO, CIVIL ENGINE R
Lab No.:' 13552
Project: Rancho Santa Fe North Realignment & Widening
Location Carlsbad Ca
Sampled: Date: 10/12/04 By: TESD
Type of Material: 3/4" AR-4000 203-6 CLASS B •
•
Submitted: Date: 10/12/04 By: TESD
Source of Material: Hanson, Miramar
0
Location Sampled: Rancho Santa Fe Rd, S.bnd Sta. 169+00, 2nd • left middle strip
SIEVE ANALYSIS ASTM C136 • • :
Sieve % Passing
Size Accumulative Specification
1" 100 • 100
3/4" 100 87-100
1/2" 85 • 70-87
3/8" 76 55-76
NO. 57* 35-52
8 • 40 • • 22-40 • "/' ?.
16 28
30 • 21 8-24
50 .15 • 5-18 0
• 0
100 10 • •
•
0
.200 6.1 0-7 0
0 Testing Engineers - U.S. Laboratories
7895 Convoy Court, Suite 18 • San Diego, California 92111 1 • (858) 715-5800 • Fax: (858) 715.58 10
Offices Nationwide.
Report No. 7478
8#2 5
TEST STANDARDS ARE ASTM (unless otherwise sDecified
TEST RESULT SPECIFICATION TEST
STD
ASPHALT CONTENT % 382
% TOTAL MIX 5.1
% BY WT OF•
AGGREGATE 5.4 4:5-5.8
LAB COMPACTED UNIT D1561 &
WT., PCF (HVEEM) 142.7 D2726
CONFORMS TO CLASS B REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS).
Testing Engineers - IJ.S. Laboratories
7895 Convoy Cowi. Suite 13, • San DiegoCalifornia 92111 • (858) 715-5800 • Fax: (858) 715-5810
Offices Nationwide
PHYSIC A
Date: March 25, 2004
Job No: 46703
Client: CITY OF CARLSBAD
Address: 5950 El Camino Real
Carlsbad Ca 92008
Report No: 6679
ENGINEER: CHAD DAVIS, CIVIL ENGINEER
Lab No.: 11450
Project: Rancho Santa Fe North Realignment & Widening
Location: Carlsbad Ca
Sampled: Date: 3/19/04 By: TESD
Type of Material: SSPWC - B- AR4000
Submitted: Date: 3/19/04 By: TESD
Source of Material: Hanson, San Marcos
Location Sampled: Rancho Santa Fe Rd, Sta. 16+40
Sieve % Passing
Size Accumulative Specification
100
3/4" 100 87-100
1/2" 86 70-87
3/8" 70 55-76
NO. 4 54 ** 35-52
8 40 22-40
16 30
30 22 8-24
50 15 5-18
100 10
200 6.7 0-7
S
Report No. 6679
TEST STANDARDS ARE ASTM (unless otherwise specified)
RESULT SPECIFICATION TEST, TEST
STD
ASPHALT CONTENT % D6307
% OF TOTAL MIX 5.1
%BY WT. OF
AGGREGATE 5.3 4.5-5.8
LAB COMPACTED UNIT D1561 &
WT., PCF (HVEEM) 148.1 D2726
STABILOMETER VALUE 46 35 MIN. D1560
THEORETICAL MAXIMUM
DENSITY, PCF (RICE
METHOD) D2041
VOIDS, MIX % D3203
** Falls outside of the specified limits for Class B.
DOES NOT CONFORM TO CLASS B REQUIREMENTS OF THE STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS).
' . J
JAN 42001
DUDEK & ASSOCIATES
PHYSICAL PROPERTIES. OF ASPHALTIC .CONCRETE
Date: December 13, 2006
Job No: 38105-089583.10
Client:. CITY OF CARLSBAD
Address: 5950 El Camino Real
Carlsbad, CA 92008
Report No: 9751
ENGINEER: CARLOS ACERO, CIVIL ENGINEER-
Lab No.: 2300
Project: . Carlsbad-RSF Road Slide
Location: carlsbad, CA -
Sampled: . Date: 12/7/06 By: TESD
Type of Material: GREENBOOK SECTION 203-6 CLASS C2
Submitted: Date: 12/7/06 By: TESD
Source -of Material: CCA Miramar
Location Sampled: Pedestrial/Bike Path & Utility. Access RDSTA 11+50, #23
SIEVE ANALYSIS ASTM C136
Sieve - Passing
Size Accumulative Specification
3/4" 10.0 100
1/2" - 97 95-100
.3/8" 81 72-88
NO. 4 . 53. . 46-60
- 37 28-42
16 . 27 . ..
30 . . 20 : 15-27
50 14 10-20
100 9
200 . 6.0 -. 2-7
.-
1
d4 .i• -
Testing Engineers San Diego, Inc.
A Bureau Vei*zcCompany Main: (858) 715-5800
7895 Convoy Court, Suite 18 (858715-5810
San Diego, CA 92111 wwus.bureauveritas.com
Report No-. 9751
18425
TEST STANDARDS ARE ASTM (unless otherwise specified)
TEST RESULT SPECIFICATION TEST STD
ASPHALT CONTENT % D6307
% OF TOTAL MIX 5.6
% BY WI. OF AGGREGATE 5.9 4.6-6.0
LAB COMPACTED UNIT WI., 151.6 D1561 &
PCF (HVEEM) D2726
STABILOMETER VALUE 32 * 33 MIN. 131560
* DOES NOT CONFORM TO SPECIFICATION
DOES NOT CONFORM TO GREENBOOK SECTION 203-6 CLASS C2 REQUIREMENTS.
-- t_ $ 1 tm
4 . -. Min: (858) 715-5800
Fax (858 715-5810
wwus.burcauverjts.com
Testing Engineers San Diego, Inc. .. ••
A Bureau Veriras Company
9
Convoy Suite
1I San Diego, CA 92111
raot° -
I
3jql3OSS
PHYSICAL PROPERTIES:OF ASPHALTIC CONCRL
January 22, 2007 Date
Job No: 38105-089583.10
Client: CITY OF CARLSBAD.
Address: 5950 El Camino Real
Carlsbad, CA 92008
Report NO: 0024
ENGINEER: CARLOS ACERO, CIVIL ENGINEER-
Lab No.: 2437
Project: Carlsbad-RSF Road Slide
Location: Carlsbad, CA
Sampled: Date: 1/10/07 By: TESD
Type of Material Caltrans 19mm Maximum Medium Type .B
Submitted: Date: 1/10/07 By: TESD
Source of Material: CCA Miramar
Location Sampled: Turning Radius @ end of Agua Dulce Court, Sample #25
SIEVE ANALYSIS ASTM C 13 6
Sieve % Passing
Size Accumulative Specification
3/4" 100 90-100
1/2" 91
-
3/6" 73 :60-85
NO.4 '54 X+/-8
8 41 X+/-8
16 30
30 ' 21 X+/-8
50 ' 13
100 7
200 4.6 O-l1
Testing Engineers San Diego, Inc.
A Bureau Verisas Company
7895 Convoy Court, Suite 18
San Diego, CA 92111
Main: (858) 715-5800
Fax (858715-5810
wwus.bureauveritas.cem
Report No 0024
7829
()
TEST STANDARDS ARE ASTM (unless otherwise specified)
TEST RESULT SPECIFICATION TEST
STD
ASPHALT CONTENT % D6307
% OF TOTAL MIX 5.3
%BY WT. OF
- AGGREGATE 56 4558
LAB COMPACTED'-UNIT D1561 &
WT., PCF (HVEEM) 149.8 D2726
STABILOMETER VALUE f 38 :
., 35 MIN.;' D1560 * 4
'
.
X values not submittéd
Testing Engineers SanDiego, Inc.
A Bureau Veritac Company
7895 Convoy Court, Suite 18
San Diego, CA 92111
--------------..':'-
Maim (858) 7155800
Fax (858715-5810
www.us.bureauveritas.com