HomeMy WebLinkAbout3466; OLIVENHAIN RD WIDENING & REALIGNMENT; PHYSICAL PROPERTIES OF ASPHALT CONCRETE 1997 & 1998; 1998-03-19LAW/CRANDALL
A DIVISION OF LAW ENGINEERING
AND ENVIRONMENTAL SERVICES. INC.
c
PHYSICAL PROPERTIES OF ASPHALT CONCRETE
PROJECT: Olivenhain Road PROJECT NO: 70341-5-0396.1-01 LAB NO: 8530
CLIENT: City of Carlsbad SAMPLED BY: R. Salisbury DATE SAMPLED: Mar. 9, 1998
TYPE: Type 3, C2 AC DATE RECEIVED: Mar. 10, 1998 DATE TESTED: Mar. 16, 1998
SOURCE: SRM/Canyon Rock FIELD NO.: ** DATE REPORTED: Mar. 19, 1998
SAMPLE LOCATION: 600'E of Wend of Meridian, Lane 93, load #22, ticket #10076. tuck #725
SIEVE ANALYSIS (Cal Test 202) S ADDITIONAL TESTS
SIEVE
SIZE
%PASSING SPECIFICATION TEST RESULT TEST STD
1-1/2" ' 100
1' 100 ** BITUMEN CONTENT, %
(Cal
5.8
_Test _382)
4.8-6.5
3/4" 100 100 . S -
1/2" 100 89-100 BULK SPECIFIC GRAVITY
(Cal Test 308) .
. 2.414 -.
89 70..94
No.4 63 44-72 UNIT WEIGHT, PCF
(Cal
150.6
_Test _308)
8 44 30-54
16 31 . STABILOMETER
(Cal_Test_366)
36 1 35mm..
30 22 10-34
50 14 -
**
(Cal
SWELL
_Test _305)
100 8.2 **
- 200 5.3 2-10 MOISTURE CONTENT, %
(Cal Test 370)
uenotes aevianon rrom specilled limits.
Distribution: City of Carlsbad D. Moore
Submitted Bv:
. .
••. __________________
David C. Wilson, RCE# 54734
9177 SKY PARK CT - SUITE A • SAN DIEGO. CA 92123
(619) 278-3600
LAW/CRANDALL
A DIVISION OF LAW ENGINEERING /Ak~' AND ENVIRONMENTAL SERVICES, INC.
PHYSICAL PROPERTIES OF ASPHALT CONCRETE
PROJECT: Olivenhain Road
. j PROJECT NO: 70341-5-0396.10 LAB NO: . 8529.
CLIENT: City of Carlsbad SAMPLED BY: R. Salisbury DATE SAMPLED: Mar. 9, 1998 TYPE: Type 3, C2 AC DATE RECEIVED: Mar. 10, 1998 DATE TESTED: Mar. 16, 1998
SOURCE: SRI'vt'Canyon Rock FIELD NO.: DATE REPORTED:. Mar. 19, 1998
SAMPLE LOCATION: 300'E of Wend of Meridian, Lane. 91, load 97, ticket #10033, thick 9722
SIEVE ANALYSIS (Cal Test 202) ADDITIONAL TESTS
SIEVE T %PASSNG (SPECIFICATION
siz[
TEST J RESULT TEST STD
100 **
1" 100 ** BITUMEN CONTENT, %
(Cal
6.2
_Test _382)
4.8-6.5
3/4" 100 100
1/2' 100 89-100 BULK SPECIFIC GRAVITY
(Cal
2.392
_Test _308)
3/8" 94 70-94
No.4 75* 44-72 UNIT WEIGHT, PCF
(Cal
149.2
_Test _308)
8 55* 30-54
16 37 ** STABILOMETER
(Cal
31*
_Test _366)
35
30 25 10-34
50 16 *4 SWELL
(Cal
**
_Test _305)
**
100 9.7 4*
200 6.5 2-10 MOISTURE CONTENT, %
(Cal Test 370)
* Denotes deviation from specified limits.
NOTE: Stabilometer sample was flushing.
Distribution: City of Carlsbad/ D. Moore
Subtted By:
David C. Wilson, RCE 54734
9177 SKY PARK CT SUITE A • SAN DIEGO, CA 92123
(619) 278.3600
LAW/CRANDALL
A DIVISION OF LAW ENGINEERING
AND ENVIRONMENTAL SERVICES. INC.
J1
PHYSICAL PROPERTIES OF ASPHALT CONCRETE '
PROJECT: Olivenhain Road PROJECT NO: 70341-5-0396.101 LAB NO: 8527
CLIENT: City of Carlsbad SAMPLED BY: R. Salisbury DATE SAMPLED: Mar. 7, 1998
TYPE: Type 3, C2 AC DATE RECEIVED: Mar. 9, 1998 DATE TESTED: Mar. 11, 1998
SOURCE: SRM/Canyon Rock FIELD NO.: ** DATE REPORTED: Mar. 13, 1998
SAMPLE LOCATION: mt. of Olivenhain Rd. & El Camino Real, NB lanes Of E.C.R., load #8, ticket #09950 truck #722
SIEVE ANALYSIS (Cal Test 202) ADDITIONAL TESTS
SIEVE
SIZE
%PASSNG SPECIFICATION TEST RESULT TEST STD
1-1/2" 100 **
1" 100 ** BITUMEN CONTENT, %
(Cal
6.0
_Test _382)
4.8-6.5
3/4" 100 100
1/2" 100 89-100 BULK SPECIFIC GRAVITY
(Cal
2.387
_Test _308)
3/8' 92 70-94
No.4 62 44-72 UNIT WEIGHT, PCF
(Cal
148.9
_Test _308)
8 45 30-54
16 31 ** STAB ILOMETER
(Cal
32
_Test _366)
35 mm.
30 22 10-34
50 14 ** SWELL
(Cal
**
_Test _305)
**
100 8.1 **
200 5.2 2-10 MOISTURE CONTENT, %
(Cal Test 370)
**
LJ1;1LULCZ0 UVLC1L1OIL UULII SpLUIeU iimiLs.
NOTE: Stabilometer sample was flushing.
Distribution: City of Carlsbad! D. Moore
11 Submitted By: . 61,N
David C.' Wilson, RCE# 54734
9177 SKY PARK CT - SUITE A • SAN DIEGO, CA 92123
(619) 278.3600
A LAW/CRANDALL
A DIVISION OF LAW ENGINEERING
AND ENVIRONMENTAL SERVICES. INC.
PHYSICAL PROPERTIES OF ASPHALT CONCRETE
PROJECT: Olivenhain Road I PROJECT NO: 70341-5-0396.10 I LAB NO: 8528
CLIENT: City of Carlsbad SAMPLED BY: R. Salisbury DATE SAMPLED: Mar. 7, 1998
TYPE: Type 3, C2 AC DATE RECEIVED: Mar. 9, 1998 DATE TESTED: Mar. 11, 1998
SOURCE: SRM/Canyon Rock FIELD NO.: ** DATE REPORTED: Mar. 13, 1998
SAMPLE LOCATION: 300'E of N end f Meridian, left turn lanes of Olivenhain. WB lanes, Id #26, tck-t 910003, trck 9734
SIEVE ANALYSIS (Cal Test 202) ADDITIONAL TESTS
SIEVE
SIZE
%PASSING SPECIFICATION TEST RESULT TEST STD
1-1/2 100
1" 100 ** BITUMEN CONTENT, %
(Cal
5.6
_Test _382)
4.8-6.
3/4" 100 100
1/2" 100 89-100 BULK SPECIFIC GRAVITY
(Cal
2.417
_Test _308)
3/8" 90 70-94
No.4 63 44-72 UNIT WEIGHT, PCF
(Cal _Test _308)
150.8
___________________
8 46 30-54
16 33 ** STABILOMETER
(Cal Test 366)
26* 35 mm.
30 24 10-34
50 16 ** SWELL
(Cal
**
_Test _305)
**
100 9.6 **
200 6.5 2-10 MOISTURE CONTENT, %
(Cal Test 370)
**
uenotes aeviauon trom specitiea limits.
Distribution: City of Carlsbad! D. Moore
Submitted By:
David C. Wilson, RCE# 54734
9177 SKY PARK CT SUITE A • SAN DIEGO, CA 92123
(619) 278.3600
/k LAW/CRANDALL
A DIVISION OF LAW ENGINEERING / \ AND ENVIRONMENTAL SERVICES. INC. . .. .
77
PHYSICAL PROPERTIES OF ASPHALT CONCRETE
/
PROJECT: Olivenhain Road PROJECT NO:. 70341-5-0396.10 LAB NO: 8521
CLIENT: City of Carlsbad SAMPLED BY: R. Salisbury DATE SAMPLED: Mar. 3, 1998
TYPE: 3/4" Type 3, B2 AC DATE RECEIVED: Mar. 3, 1998 DATE TESTED: Mar. 10, 1998
SOURCE: . SRM/Canyon Rock FIELD NO.: . ** DATE REPORTED: Mar. 13, 1998
SAMPLE LOCATION: mt. of El Camoino Real (N)/Olivenahin W), NE corner
___
SIEVE ANALYSIS (Cal Test 202) j ADDITIONAL TESTS
SIEVE
SIZ E
%PASSNG SPECIFICATION F TEST T RESULT TEST STD
1-1/2" 100 ** -
1" 100 100 BITUMEN CONTENT, %
(Cal
5.0
_Test _382)
4.6-6.0
3/4" . : 99 87-10.0
1/2" 91 ** BULK SPECIFIC GRAVITY
(Cal
2.406
_Test _308)
3/8" 71 50-80
No.4 51 30-60 UNIT WEIGHT, PCF
(Cal
150.1
_Test _308)
8 35 224
16 24 ** .
. STABILOMETER
(Cal
40
_Test _366)
35 mm.
30 17 8-26
50 11 ** SWELL
(Cal _Test _305)
**
100 6.5 **
200 4.2 1-8 MOISTURE CONTENT; %
(Cal Test 370)
**
L)enotes deviation from speifled limits.
Distribution: City of Carlsbad/ D.Moore
I"
-. . . -. . Submitted By:
David C. Wilson, RCE 54734
9177 SKY PARK CT SUITE A • SAN OIEGO, CA 92123
(619) 278-3600
/A LAW/CRANDALL
A DIVISION OF LAW ENGINEERING
AND ENVIRONMENTAL SERVICES, INC.
PHYSICAL PROPERTIES OF ASPHALT CONCRETE
PROJECT: Olivenhain Road I PROJECT NO: 70341-5-0396.10 LAB NO: 8526
CLIENT: City of Carlsbad SAMPLED BY: R. Salisbury DATE SAMPLED: Mar. 7, 1998
TYPE: 3/4" Type 3, B2 AC DATE RECEIVED: Mar. 9, 1998 DATE TESTED: Mar. 11, 1998
SOURCE: SRMlCanyon Rock FIELD NO.: ** DATE REPORTED: Mar. 13, 1998
SAMPLE LOCATION: end of Meridian inWB lanes, load#1, uck9173 1, 25.64 tons, ticket #09929
SIEVE ANALYSIS (Cal Test 202) ADDITIONAL TESTS
SIEVE
SIZE
%PASSING SPECIFICATION TEST RESULT TEST STD
100 **
1" 100 100 BITUMEN CONTENT, %
(Cal
4.6
_Test _382)
4.6-6.0
3/4" 100 87-100
1/2" 89 ** BULK SPECIFIC GRAVITY
(Cal
2.371
_Test _308)
3/8' 67 50-80
No.4 46 30-60 UNIT WEIGHT, PCF
(Cal
148.0
_Test _308)
8 29 22-44
16 19 ** STABILOMETER
(Cal
35
_Test _366)
35 mm.
30 13 8-26
50 8.9 SWELL
(Cal
**
_Test _305)
**
100 6.5 **
200 4.6 1-8 MOISTURE CONTENT, %
(Cal _Test _370)
SpcUICU UrfliLS,
Distribution: City of Carlsbad! D. Moore
- - Submitted By:
David C. Wilson, RCE# 54734
9177 SKY PARK CT • SUITE A • SAN DIEGO, CA 92123
(619) 278-3600
I
A
LAW/CRANDALL fr \\\\
I \ A DIVISION OF LAW ENGINEERING / \ AND ENVIRONMENTAL SERVICES, INC.
PHYSICAL PROPERTIES OF ASPHALT CON?RETE
PROJECT: Olivenhain Road I PROJECT NO: 70341-5-0396.10 LAB NO: 8416
CLIENT: City of Carlsbad SAMPLED BY: R. Salisbury DATE SAMPLED: Jan. 6, 1998
TYPE: 3/4" Type 3, B2 AC DATE RECEIVED: Jan. 7, 1998 DATE TESTED: Jan. 12, 1998
SOURCE: Superior, #22 FIELD NO.: DATE REPORTED: Jan. 14, 1998
SAMPLE LOCATION: sta. 8+00, 11:55 am, sample #2,
SIEVE ANALYSIS (Cal Test 202) , ADDITIONAL TESTS
SIEVE
SIZE
%PASSNG SPECIFICATION TEST RESULT . TEST STD
100 **
1" 100 100 BITUMEN CONTENT, %
(Cal
4.8
_Test _382)
4.6-6.0
3/4' 94 87-100
1/2" 81 ** BULK SPECIFIC GRAVITY
(Cal
**
_Test _308)
3/8" 66 50-80
No.4 40 30-60 UNIT WEIGHT, PCF
(Cal
**
_Test _308)
8 28 22-44
16 21 STABILOMETER
(Cal
**
_Test _366)
**
30 15 8-26
50 9.8 **
(Cal
SWELL
_Test _305)
100 6.0 **
200 3.9 1-8 MOISTURE CONTENT, %
(Cal Test 370)
.
**
JJCUULCS ueviuon from specinea iunits.
Distribution: City of Carlsbad! D. Moore S.
Submitted By:.
David C. Wilson, RCE# 54734
9177 SKY PARK CT • SUITE A • SAN DIEGO. CA 92123
(619) 278-3600
-i/ A LAW/CRANDALL
A DIVISION OF LAW ENGINEERING
AND ENVIRONMENTAL SERVICES, INC.
PHYSICAL PROPERTIES OF ASPHALT CONCRETE
PROJECT: Olivenham Road I PROJECT NO: 70341-5-0396.101 LAB NO: 8417
CLIENT: City of Carlsbad SAMPLED BY: R. Salisbury DATE SAMPLED: Jan. 6, 1998
TYPE: 1/2" Type 3, C3 AC DATE RECEIVED: Jan. 7, 1998 DATE TESTED: Jan. 12, 1998
SOURCE: Superior, #22 FIELD NO.: DATE REPORTED: Jan. 14, 1998
SAMPLE LOCATION: sta. 14+00, @ 14:45, sample #3
SIEVE ANALYSIS (Cal Test 202) ADDITIONAL TESTS
SIEVE
SIZE
IF%PASSING SPECIFICATION TEST RESULT T TEST STD
100
1" 100 BITUMEN CONTENT, %
(Cal
5.6
_Test _382)
4.8-7.0
3/4" 100 100
1/2" 97 .89-100 BULK SPECIFIC GRAVITY
(Cal
2.399
_Test _308)
3/8" 88 74-100
No.4 66 50-78 UNIT WEIGHT, PCF
(Cal
149.7
_Test _308)
8 47 32-60
16 33 ** STABILOMETER
(Cal
48
_Test _366)
35 min.
30 24 14-38
50 15 ** SWELL
(Cal
**
_Test _305)
**
100 9.8 **
200 6.7 2-10 MOISTURE CONTENT, %
(Cal Test 370)
**
* Denotes deviation from specified limits.
City of Carlsbad/ D. Moore
Submitted By: J"~ Sub
Distribution:
Dad C. Wilson, RCE# 54734
9177 SKY PARK Cr • SUITE A • SAN DIEGO, CA 92123
(619) 278-3600
<INS
A
A DIVISION OF LWNOEVAELNGINEERING INC
PHYSICAL PROPERTIES OF ASPHALT CONRET.}
PROJECT: Olivenhain Road I PROJECT NO: 70341-5-0396.10] LAB NO: 8411
CLIENT: City of Carlsbad SAMPLED BY: R. Salisbury DATE SAMPLED: Jan. 3, 1998
TYPE: 3/4" Type 3, B2 AC DATE RECEIVED: Jan. 5, 1998 DATE TESTED: Jan. 6, 1998
SOURCE: Superior, #22 FIELD NO.: ** DATE REPORTED: Jan. 7, 1998
SAMPLE LOCATION: 1st Lift, rt. turn lane onto Olivenhain Rd. from El Camino Real, 0913 sample 92, load #4
SIEVE ANALYSIS (Cal Test 202) ADDITIONAL TESTS
SIEVE
SIZE
%PASSNG SPECIFICATION TEST RESUE77 TEST STD
100
1" 100 100 BITUMEN CONTENT, %
(Cal
4•9 '
_Test _382)
4.6-6.0
3/4" 93 87-100 :. . ... .
1/2" -. 84 . BULK SPECIFIC GRAVITY,
(Cal Test 308) -
2.447
3/8' 67 50-80
No.4 . 44 30-60 UNIT WEIGHT, PCF
(Cal
152.7
_Test _308)
8 34 22-44
16 25 ' STABILOMETER
(Cal Test 366)
51 35 mm.
________
30 18 8-26
50 12 ** SWELL
- (Cal Test 305)
**
100 7.4 **
200 4.9 1-8 MOISTURE CONTENT, %
(Cal Test 370)
0.040
%ALVLc3ucviauuu UILL pcuicu 1U1111..
Distnoition City of Carlsbdd/D Moore
Sutted By
-'
.. David C. Wilson, RCE# 54734
9177 SKY PARK CT SUITE A SAN DIEGO, CA 92123
(619) 278-3600
A LAW/CRANDALL
A DIVISION OF LAW ENGINEERING
AND ENVIRONMENTAL SERVICES, INC.
PHYSICAL PROPERTIES OF ASPHALT CONCRETE
PROJECT: Olivenhain Road PROJECT NO: 70341-5-0396.101 LAB NO: 8410
CLIENT: City of Carlsbad SAMPLED BY: R. Salisbury DATE SAMPLED: Jan. 3, 1998
TYPE: 3/4" Type 3, B2 AC DATE RECEIVED: Jan. 5, 1998 DATE TESTED:.. Jan. 6, 1998
SOURCE: . Superior, #22 FIELD NO.: ** DATE REPORTED: Jan. 7, 1998
SAMPLE LOCATION: 1st Lift, it turn lane onto Olivenhain Rd. from El Caniino Real, 0830 sample #1, load #2
SIEVE ANALYSIS (Cal Test 202) . ADDITIONAL TESTS
SIEVE %PASSNG SPECIFICATION
SIZE
TEST [ RESULT TEST STD
100 **
1" 100 . 100 BI11J1'v[EN CONTENT, %
(Cal
6.0
_Test _382)
4.6-6.0
3/4" 99 87-100
1/2" 93 ** BULK SPECIFIC GRAVITY
(Cal
2.439
_Test _308)
3/8" 82* 50-80
No.4 56 30-60 UNLIT WEIGHT, PCF
(Cal
152.2
_Test _308)
8 39 22-44
16 27 .
** STABILOMETER
(Cal
38
_Test _366).
. 35 mm.
30 19 8-26
50 13 . ** SWELL
(Cal Test 305)
100 8.2
200 5.2 1-8 MOISTURE CONTENT, %
(Cal Test 370).
0.040
. . .
venotes deviation from specified limits.
Distribution: City of Carlsbad! D. Moore
. Submitted By: a44~ 1~4
David C. Wilson, RCE# 54734
9177 SKY PARK CT • SUITE A • SAN DIEGO, CA 92123
(619) 278-3600
LAW/CRANDALL
A DIVISION OF LAW ENGINEERING
AND ENVIRONMENTAL SERVICES, INC.
PROJECT: Olivenhein Rd. LAB NO.: 7974 JOB NO.: 103-4160396.10
LOCATION West bound lanes, east SAMPLED BY: H. Alwaque DATE: 08/11/97/
El Camino (sta. 5+50,20' It. c/I) SUBMITTED BY: H. Aiwaque DATE: 08/11/97
TYPE: type B, B2 3/4" AUTHORIZED BY:. Lupe DATE: 08/11/97
SOURCE: Canyon Rock, Msn. Gg. REVIEWED BY: L. Collins REPORT DATE: , 08/25/97
MIX: . 1'x#01165.Tk#705
SIEVE - % PASSING SPECIFICATION
- TEST - RESULT SPECIFICATION - SIZE ACCUMULATIVE :
2" SSPWC BITUMEN CONTENT, % 5.2 4.6-6.0
(ASTMD2172) .
1-1/2" 400-4.3
I" 100 . 100 .
3/4" 99 87-100 MARSHALL DENSITY, pcf -
_______ (ASTM D 1559) 1/2" 92 . MARSHALL STABILITY,
lbs 3/8" 76 50-80 FLOW 1/100"
NO.4 49 -. 30-60 MAXIMUM THEORETICAL - - -.
DENSITY, pcf
(ASTMD 204 1) 8 35 .22-44 AIR VOIDS MIX ,%
16. - 25 . STABILOMETER VALUE 38 35 nun.
30 -- 18 8-26 HVEEM UNIT WT, pcf I49.6
50 12
'100 8
200 5.3 1-8 ,•
- ____ ASIM U-ho, C 11
Distribution: City of Carlsbad/ D. Moore
Submitted By:
David C. Wilson. RCE #54734
9177 SKY PARK CT • SUITE A • SAN DIEGO, CA 92123
(619) 278-3600