HomeMy WebLinkAbout3286; PALOMAR AIRPORT ROAD WIDENING; PHYSICAL PROPERITES OF ASPHALT CONCRETE 1999; 1999-09-13L AW
LAWGIBB Group MemberA
I
PHYSICAL PROPERTIES OF ASPHALT CONCRETE
PROJECT: Palomar Airport Rd. PROJECT NO: 70341-5-0396.221 LAB NO: 10029 CLIENT: City of Carlsbad SAMPLED BY: T. McClanahan DATE SAMPLED: Sept. 11, 1999 TYPE: 1/2' mix, C2 DATE RECEIVED: Sept. 13, 1999 DATE TESTED: Sept. 24, 1999 SOURCE: CCAC/Crl. Cyn. FIELD NO.: ** DATE REPORTED: Sept. 27, 1999 SAMPLE LOCATION: Palomar Airport Rd. @ sta.80+00, e.b. lane
SIEVE ANALYSIS (Cal Test 202)
SIEVE
SIZE
%PASSING SPECIFICATION
1-1/2 ** SSPWCC2
1" ** **
3/4" ** 100
1/2" 100 89-100
3/8" 98* 70-94
No.4 78* 44-72
8 62* 30-54
16 45 **
30 31 10-34
50 20 **
100 12 **
200 7.8 2-10
* Maximum Theoretical Sp. Gr."151.0, Air Voids=3.6%
ADDITIONAL TESTS
- 1 TEST RESULT TEST STD
BITUMEN CONTENT, %
(CalTest382)
6.8* 4.8-6.5
BULK SPECIFIC GRAVITY
(Cal
2.332
_Test _308)
UNIT WEIGHT, PCF
(Cal
145.5
_Test _308)
STABILOMETER
(Cal
36
_Test _366)
35 mm.
SWELL
(Cal
d.n.r.
_Test _305)
**
MOISTURE CONTENT, %
(Cal Test 370)
d.n.r.
Distribution: City of Carlsbad! D. Moore
Submitted By:
David C. Wilson, RCEI 54734
Law/Crandall, A Division of Law Engineering and Environmental Services; Inc.
9177 Sky Park Court, Suite A • San Diego, CA 92123
858-278-3600 • Fax 858-278-5300
LAW
LAWGIBB Group MemberA
PHYSICAL PROPERTIES OF ASPHALT CONCRE
T
E
PROJECT: Palomar Airport Rd. -T PROJECT NO: 70341-5-0396.22_1 LAB NO: 10028 CLIENT: City of Carlsbad SAMPLED BY: T. McClanahan DATE SAMPLED: Sept. 11, 1999 TYPE: 1/2" mix, C2 DATE RECEIVED: Sept. 13, 1999 JDATE TESTED: Sept. 24, 1999 SOURCE: CCAC/Crl. Cyn. FIELD NO.: ** DATE REPORTED: Sept. 27, 1999 SAMPLE LOCATION: Palomar Airport Rd. @ sta. 64+00, w.b. lane
SIEVE ANALYSIS (Cal Test 202) ADDITIONAL TESTS SIEVE
SIZE
%PASSING SPECIFICATION TEST
I
RESULT TEST STD
1-1/2" ** SSPWC C2
1" ** ** BITUMEN CONTENT, %
(Cal Test 382)
7.2* 4.8-6.5
3/40 ** 100
1/2" 100 89-100 BULK SPECIFIC GRAVITY
(Cal
2.328
_Test _308)
3/8 98* 70-94
No.4 81* 44-72 UNIT WEIGHT, PCF
(Cal
145.3
_Test _308)
8 62* 30-54
16 45 ** STABILOMETER
(Cal
35
_Test _366)
35 mm.
30 32 10-34
50 20 SWELL
(Cal
d.n.r.
_Test _305)
**
100 12 **
200 8.0 2-10 MOISTURE CONTENT, %
(Cal Test 370)
d.n.r.
Maximum Theoretical Sp. Gr.=150.1, Air Voids3.2%
Distribution: City of Carlsbad! D. Moore
Submitted By:
David C. Wilson, RCE# 54734
Law/Crandall. A Division of Law Engineering and Environmental Services, Inc.
9177 Sky Park Court, Suite A • San Diego, CA 92123
858-278-3600 • Fax 858-278-5300
L AW
LLbVW& GroV MemberA FIE SIT SUMMARY
ASTM D2950
PROJECT NAME: City of Carlsbad, Palomar Airport Rd. DATE TESTED: 09/11/99 page 1/2
GAGE USED: 12/ thin lift PROJECT NO.: 70341.50396.22 TECHNICIAN: T. McClanahan CLIENT: City of Carlsbad REPORT DATE: 09/27/99
WET - % MAX. % % TEST # TEST LOCATION DENSITY MOIST. DENSITY COMP. COMP. (in place) REQ'D 501 Palomar Airport Rd. w.b. lanes, 1st In. from 132.6 N/A 145.3 91 95 n. curb @ sta. 73+00
502 Palomar Airport Rd. w.b. lanes, 15' n. curb 137.7 N/A 145.3 95 95 @ sta. 68+00
503 Palomar Airport Rd.. @ mt. w/ Yarrow Dr., 132.2 N/A 145.3 91 95 w.b. lanes @ sta. 69+00
504 Palomar Airport Rd. w.b. lane, 2mu lane 136.4 N/A 145.3 94 95 sta. 67+00, 18' n. of curb
505 Palomar Airport Rd.. w.b. lane, 24' n. of 135.3 N/A 145.3 93 95 curb
506 Palomar Airport Rd.. w.b. lane, 1st In. n. of 139.0 N/A 145.3 96 95 curb sta. 87+50
507 Palomar Airport Rd.. w.b. lane, 2" In. n. of 142.0 N/A 145.3 98 95 curb @ sta. 87+00
508 Palomar Airport Rd.. w.b. lane, 1st In. n. of 139.0 N/A 145.3 96 95 curb @ sta. 84+50
509 Palomar Airport Rd.. w.b. lane, 2d In. n. of 139.2 N/A 145.3 96 95 curb @ sta. 81 +00
510 Palomar Airport Rd.. w.b. lane, 1st In. n. of 142.1 N/A 145.3 98 95 curb @ sta. 76+00
511 Palomar Airport Rd.. w.b. lane, 2" In. In. of 138.3 N/A 145.3 95 95 curb @ sta. 76+00
512 Palomar Airport Rd.. w.b. lane, 1st In. n. of 141.6 N/A 145.3 97 95 curb @ sta. 73+00
513 Palomar Airport Rd..w.b.lane,2dIn. n. of 139.6 N/A 145.3 96 95 curb @ sta. 73+00
514 Palomar Airport Rd., w.b. In., left turn onto 136.7 N/A 145.3 94 95 Yarrow Dr. @ sta. 69+50
515 Palomar Airport Rd. e.b. lane, 1st lane from s. 137.6 N/A 145.5 95 95 curb @ sta. 78+00
516 Palomar Airport Rd. e.b. lane, 1st lane from s. 136.4 N/A 145.5 94 95 - curb @ sta. 84+00
517 Palomar Airport Rd. e.b. lane, 1st lane from s. 141.2 N/A 145.5 97 95 curb @ sta. 86+00
Comments: ref. lab #10028 & #10029 for hveemlstabilometer results.
City of Carlsbad/ B. Barth
REVIEWED
BY: Dad C. Wilson.
Law/Crandall. A Division of Law Engineering and Environmental Services, Inc.
9177 Sky Park Court, Suite A • San Diego, CA 92123
858-278-3600 s Fax 858-278-5300
LAW Crandall
LAWGIBB Group Member A
- RECEIVE
AUG 24 1999
TYORLBAD
PHYSICAL PROPERTIES OF ASPHALT CONCRETE
PROJECT: Palomar Airport Rd. PROJECT NO: 70341-5-0396.221 LAB NO: 9890
CLIENT: City of Carlsbad SAMPLED BY: T. McClanahan DATE SAMPLED: July 23, 1999 TYPE: 1/2' mix, C2 DATE RECEIVED: July 23, 1999 DATE TESTED: July 30, 1999 SOURCE: Calmat/I.A. / Vista FIELD NO.: ** DATE REPORTED: Aug. 2, 1999 SAMPLE LOCATION: Palomar Airport Rd. @ sta. 74+00, e.b. lanes
SIEVE ANALYSIS (Cal Test 202) ADDITIONAL TESTS
%PASSING SPECIFICATION TEST RESULT TEST STD SIZE
1-1/2" I ** 1 SSPWC C2 i 1 1
1' ** 0 BITUMEN CONTENT, %
(Cal Test 382)
5.7 4.8-6.5
3/4" 100 100
1/2' 96 89-100 BULK! SPECIFIC GRAVITY'
(Cal Test 308)
2.575
3/8" 81 70-94
No.4 52 44-72 UNIT WEIGHT, PCF
(Cal
160.7
_Test _308) 8 38 30-54
16 31 ** STABILOMETER
(Cal
35
_Test _366)
35 min.
30 25 10-34
50 18 ** SWELL
(Cal
dn.r.
_Test _305)
**
100 11
200 6.4 2-10 MOISTURE CONTENT, %
(Cal _Test _370)
d.n.r.
* Maximum Theoretical Sp. Gr.=162.8, Air Voids=1.3%
. . • •- .I Distribution.:. - - . -City of Carlsbad/ D. Moore -
. Subiuedy. ,• .
David C. Wilson, RCE# 54734
A Division of Law Engineering and Environmental Services, Inc.
9177 Sky Park Court, Suite A
San Diego, CA 92123
619-278-3600 9 Fax 619-278-53D0
LAW C'randa
.
11
LAWGIBB Group Member A
PHYSICAL PROPERTIES OF ASPHALT CONCRETE
PROJECT: Palomar Airport Rd. I PROJECT NO: 70341-5-0396.22 LAB NO: 9889
CLIENT: City of Carlsbad SAMPLED BY: T. McClanahan DATE SAMPLED: July 23, 1999 TYPE: 3/4" Med.,G.B.B3 DATE RECEIVED: July 23, 1999 DATE TESTED: July 30, 1999 SOURCE: Calmat/I.A. / Vista FIELD NO.: DATE REPORTED: Aug. 2, 1999 SAMPLE LOCATION: Palomar Airport Rd. sta. 74+00, e.b. lanes
SIEVE ANALYSIS (Cal Test 202) [ ADDITIONAL TESTS
SIEVE
SIZE
%PASSING SPECIFICATION TEST RESULT TEST STD
1-1/2' ** SSPWCB3 S.
1' 100 100 BITUMEN CONTENT,%
(Cal
5.5
_Test _382)
4.6-6.0
3/4' 100 90-100
1/2" 79 ** BULK SPECIFIC GRAVITY
(Cal
2.571
_Test _308)
3/8' 68 60-84
No.4 55 40-60 UNIT WEIGHT, PCF
(Cal
160.4
_Test _308) 8 44 24-50
16 36 ** STABILOMETER
(Cal
39
_Test _366)
35 mm.
30 29 11-29
50 21 ** SWELL
(Cal
d.n.r.
_Test _305)
**
100 13 **
200 8.0 1-9 MOISTURE CONTENT, %
(Cal Test 370)
d.n.r.
* Maximum Theoretical Sp. Gr.163.2, Air Voids=1.7%
/ I / Distribution: City of Carlsbad/ D. Moore
Submitted By:
David C. Wilson, RCE# 54734
A Division of Law Engineering and Environmental Services, Inc.
9177 Sky Park Court, Suite A
San Diego, CA 92123
619-278-3600 • Fax 619-278-5330
LAW Crandall
LAWGIBB Group Member
PHYSICAL PROPERTIES OF ASPHALT CONCRETE
PROJECT: Palomar Airport Rd. I PROJECT NO: 70341-5-0396.22 LAB NO: 9898
CLIENT: City of Carlsbad SAMPLED BY: R. Salisbury DATE SAMPLED: July 27, 1999 TYPE: 1/2' mix, C2 DATE RECEIVED: July 27, 1999 DATE TESTED: Aug. 6, 1999 SOURCE: Calmat/39 Vulcan FIELD NO.: DATE REPORTED: Aug. 9, 1999 SAMPLE LOCATION: Palomar Airport Rd. sta. 78+00, e.b. #3 lane
SIEVE ANALYSIS (Cal Test 202) F ADDITIONAL TESTS
SIEVE 1
SIZE
%PASSING SPECIFICATION TEST RESULT TEST STD
1-1/2" ** SSPWCC2
BITUMEN CONTENT, %
(Cal
5.9
_Test _382)
4.8-6.5
3/4" 100 100
1/2" 97 89-100 BULK SPECIFIC GRAVITY
(Cal
2.524
_Test _308) 3/8" 77 70-94
No.4 59 44-72 UNIT WEIGHT, PCF
(Cal
157.5
_Test _308) 8 46 30-54
16 38 ** STABILOMETER
(Cal
44
_Test _366)
35 mm.
30 30 10-34
50 21 ** SWELL
(Cal
d.n.r. -
_Test _305)
**
100 12 **
200 6.5 2-10 MOISTURE CONTENT, %
(Cal Test 370)
d.n.r.
Maximum Theoretical Sp. Gr.=I61.3, Air Voids=2.4%
Distribution: City of Carlsbad/ D. Moore
Submitted By.
David C. Wilson, RCE# 54734
A Division of Law Engineering and Environmental Services, Inc.
9177 Sky Park Court, Suite A
San Dieao, CA 92123
619-278-3600 • Fax 619-278-5300
LAW Crandall
LAWGIBB Group Member AL
RECEIVED
[AUG I
,
7
CITYOF CARLSBAD
PHYSICAL PROPERTIES OF ASPHALT CONCR
E
T
E
PROJECT: Palomar Airport Rd. I PROJECT NO: 70341-5-0396.221 LAB NO: 9893
CLIENT: City of Carlsbad SAMPLED BY: S. Wagoner DATE SAMPLED: July 25, 1999 TYPE: 1/2" mix, C2 DATE RECEIVED: July 25, 1999 JDATE TESTED: July 30, 1999 SOURCE: Vulcan/ Pala FIELD NO.: ** DATE REPORTED: Aug. 2, 1999 SAMPLE LOCATION: Palomar Airport Rd.@ sta. 68+00, w.b. lanes
SIEVE ANALYSIS (Cal Test 202) ADDITIONAL TESTS
=SIEVE %PASSING SPECIFICATION TEST RESULT TEST STD
- 1-1/2' . ** SSPWCC2
- 1" ** 0 BITUMEN CONTENT, %
(Cal Test 382)
5.9 4.8-6.5
3/4" 100 100
.
1/2" 97 89-100 BULK SPECIFIC GRAVITY
(Cal
2.539
_Test _308)
3/8" 80 70-94
No.4 53 44-72 UNIT WEIGHT, PCF
(Cal
158.5
_Test _308)
8 40 30-54
16 32 ** STABILOMETER
(Cal _Test _366)
43
____________________
35 min.
30 25 10-34
50 18 ** SWELL
(Cal
d.n.r.
_Test _305)
100 11 **
200 6.4 2-10 MOISTURE CONTENT, %
(Cal Test 370)
d.n.r.
* Maximum Theoretical Sp. Gr.= 162.4, Air Voids=2.4%
- . Distribution:. - City of Carlsbad! D. Moore
Surnitted By: .................,._'1__
David C. Wilson, RCE# 54734
A Division of Law Engineering and Environmental Services, inc.
9177 Sky Park Court, Suite A
San Diego, CA 92123
619-278-3600 • Fax 619-278-5300
LAW Crandall_
LAWGIBB Group Member A
PHYSICAL PROPERTIES OF ASPHALT CONCR
E
T
E
PROJECT: Palomar Airport Rd. PROJECT NO: 70341-5-0396.22 1 LAB NO: 9892 CLIENT: City of Carlsbad SAMPLED BY: S. Wagoner DATE SAMPLED: July 25, 1999 TYPE: 1/2" mix, C2 DATE RECEIVED: July 25, 1999 DATE TESTED: July 29, 1999 SOURCE: Vulcan/37 Pala FIELD NO.: ** DATE REPORTED: July 30, 1999 SAMPLE LOCATION: Palomar Airport Rd. @ sta. 65+00, s. c/I e.b. lanes
SIEVE ANALYSIS (Cal Test 202) ADDITIONAL'TESTS SIEVE
SIZE
%PASSING SPECIFICATION TEST RESULT TEST STD
1-1/2" ** SSPWCC2
** 0 BITUMEN CONTENT, %
(Cal
6.2
_Test _382)
4.8-6.5
3/4" 100 100
1/2 99 89-100 BULK SPECIFIC GRAVITY
(Cal
2.546
_Test _308)
3/8' 84 70-94
No.4 61 44-72 UNIT WEIGHT, PCF
(Cal
158.9
_Test _308)
8 45 30-54
16 35 ** STABILOMETER
(Cal
36
_Test _366)
35 mm.
30 27 10-34
50 19 ** SWELL
(Cal
d.n.r.
_Test _305)
**
100 II **
200 6.6 2-10 MOISTURE CONTENT, %
(Cal Test 370)
d.n.r.
Maximum Iheoretical Sp. (ir.=161 .9, Air Voids=1.9%
Distribution: City of Carlsbad! D. Moore
Submitted By:
David C. Wilson, RCE# 54734
A Division of Law Engineering and Environmertal Services, Inc.
9177 Sky Park Court, Suite A
San Diego, CA 92123
619-278-3600 • Fax 619-278-5300
LAW Crandall
LAWGIBB Group Member A
PHYSICAL PROPERTIES OF ASPHALT CONCRETE
PROJECT: Palomar Airport Rd. J PROJECT NO: 70341-5-0396.22 LAB NO: 9879 CLIENT: City of Carlsbad SAMPLED BY: T. McClanahan [DATE SAMPLED: July 22, 1999 TYPE: 3/4" Med., G.B. B3 DATE RECEIVED: July 22, 1999 [DATE TESTED: July 30, 1999 SOURCE: Calmat/I.A. / Vista FIELD NO.: ** [DATE REPORTED: Aug. 2, 1999 SAMPLE LOCATION: Palomar Airport Rd. @ sta. 87+00, w.b. lanes
SIEVE ANALYSIS (Cal Test 202) ADDITIONAL TESTS [SIEVE
SIZE
%PASSING SPECIFICATION TEST RESULT TEST STD
1-1/2" ** SSPWCB3
1" 100 100 BITUMEN CONTENT,%
(Cal
5.4
_Test _382)
4.6-6.0
3/4" 100 90-100
1/2' 82 ** BULK SPECIFIC GRAVITY
(Cal
2.536
_Test _308)
3/8" 72 60-84
No.4 58 40-60 UNIT WEIGHT, PCF
(Cal
158.2
_Test _308)
8 44 24-50
16 35 ** STABILOMETER
(Cal
35
_Test _366)
35 mm.
30 27 11-29
50 18 ** SWELL
(Cal
d.n.r.
_Test _305)
**
100 11 **
200 6.5 1-9 MOISTURE CONTENT, %
(Cal Test 370)
d.n.r.
Maximum Theoretical Sp. Gr.=162.4, Air Voids=2.5%
.1/ Distribution: City of Carlsbad! D. Moore
Submitted By: . --'.-
David C. Wilson, RCE# 54734
A Division of Law Engineering and Environmental Services, !nc.
9177 Sky Park Court, Suite A
San Diego, CA 92123
619-278-3600 • Fax 619-278-5300
LAW Crandall ft-
LAWGIBB Group Member A
PHYSICAL PROPERTIES OF ASPHALT CONCRETE
PROJECT: Palomar Airport Rd. PROJECT NO: 70341-5-0396.22 LAB NO: 9880
CLIENT: City of Carlsbad SAMPLED BY: T. McClanahan DATE SAMPLED: July 22, 1999 TYPE: 1/2' mix, C2 DATE RECEIVED: July 22, 1999 DATE TESTED: July 30, 1999 SOURCE: Calmatll.A./ Vista FIELD NO.: ** DATE REPORTED: Aug. 2, 1999 SAMPLE LOCATION: Palomar Airport Rd. @ sta. 75+00, w.b. lanes
SIEVE ANALYSIS (Cal Test 202) ADDITIONAL TESTS
SIEVE
SIZE
%PASSING SPECIFICATION TEST RESULT TEST STD
1-1/2' ** SSPWCC2
1" ** 0 BITUMEN CONTENT, %
_Test (Cal 382)
5.9 4.8-6.5
3/4' 100 100
1/2' 98 89-100 BULK SPECIFIC GRAVITY
(Cal
2.485
_Test _308) 3/8' 84 70-94
No.4 63 44-72 ' UNIT WEIGHT, PCF
(Cal
155.1
_Test _308) 8 48 30-54
16 39 ** STABILOMETER
(Cal
39
_Test _366)
35 mm.
30 31 10-34
50 21 SWELL
(Cal
d.n.r.
_Test _305)
**
100 12 **
200 6.9 2-10 MOISTURE CONTENT, %
(Cal Test 370)
d.n.r.
* Maximum Theoretical Sp. Gr.= 160.9, Air Voids=3.6%
Distribution: City of Carlsbad! D. Moore
Submitted By: -.
David C. Wilson, RCE# 54734
A Division of Law Engineering and Environmental Services, Inc.
9177 Sky Park Court, Suite A
San Diego, CA 92123
619-278-3600 • Fax 619-278-5300
LAW Crandall
LAWGBGroup Member A
PHYSICAL PROPERTIES OF ASPHALT CONCRETE
PROJECT: Palomar Airport Rd. I PROJECT NO: 70341-5-0396.221 LAB NO: 9594
CLIENT: City of Carlsbad SAMPLED BY: D. Walsh I DATE SAMPLED: May 8, 1999
TYPE: 3/4" Med., G.B. B3 DATE RECEIVED: May 8, 1999 JDATE TESTED: May 14, 1999
SOURCE: Hanson Aggregates FIELD NO.: ** DATE REPORTED: May 17, 1999
SAMPLE LOCATION: Palomar Airport Rd. @ from sta. 78+85, load #29
SIEVE ANALYSIS (Cal Test 2027) ADDITIONAL TESTS
SIEVE
SIZE
%PASSING SPECIFICATION TEST RESULT TEST STD
1-1/2" ** SSPWCB3
- 1' 100 100 BITUMEN CONTENT, %
(Cal
6.3
_Test _382)
4.6-6.0
3/4' 98 90-100
1/2 76 ** BULK SPECIFIC GRAVITY
(Cal
2.509
_Test _308)
3/8' 66 60-84
No.4 48 40-60 UNIT WEIGHT, PCF
(Cal
156.6
_Test _308)
S 35 24-50
16 28 ** STABILOMETER
(Cal
33*
_Test _366)
35 mm.
30 22 11-29
50 14 ** SWELL
(Cal
d.n.r.
_Test _305)
**
100 8 **
200 5.5 1-9 MOISTURE CONTENT, %
(Cal Test 370)
d.n.r.
* Maximum Theoretical Sp. Gr.= 161.5, Air Voids=3.I%
Distribution: City of Carlsbad! D. Moore /
Submitted By:
David C. Wilson, RCE# 54734
A Division of Law Engineering and Environmental Services, Inc.
9177 Sky Park Court, Suite A
San Diego, CA 92123
619-278-3600 • Fax 619-278-5300
LAW Crandalll
LAWGIBB Group Member
PHYSICAL PROPERTIES OF ASPHALT CONCRETE
PROJECT: Palomar Airport Rd. PROJECT NO: 70341-5-0396.22 1 LAB NO: 9600
CLIENT: City of Carlsbad SAMPLED BY: S. Wagoner DATE SAMPLED: May 8, 1999
TYPE: 3/4" Med., G.B. B3 DATE RECEIVED: May 10, 1999 DATE TESTED: May 14, 1999
SOURCE: Hanson Aggregates FIELD NO.: DATE REPORTED: May 17, 1999
SAMPLE LOCATION: Palomar Airport Rd. @ from sta. 88+00, load 97
SIEVE ANALYSIS (Cal Test 202)
( ADDITIONAL TESTS
SIEVE
SIZE
%PASSING SPECIFICATION TEST RESULT 1 TEST STD
1-1/2' ** SSPWC B3
1" 100 100 BITUMEN CONTENT, %
(Cal Test 382)
5.6 4.6-6.0
3/4" 100 90-100
1/2" 90 BULK SPECIFIC GRAVITY
(Cal
2.343
_Test _308) 3/8' 76 60-84
No.4 55 40-60 UNIT WEIGHT, PCF
(Cal
146.2
_Test _308) 8 42 24-50
16 31 ** STABILOMETER
(Cal
32*
_Test _366)
35 min.
30 24 11-29
50 16 ** SWELL
(Cal
d.n.r.
_Test _305)
**
100 11 **
200 7.4 1-9 MOISTURE CONTENT, %
(Cal_ Test _370)
d.n.r.
* Maximum Theoretical Sp. Gr.= 150.4, Air Voids=2.8%
Distribution: City of Carlsbad! D. Moore
Submitted By:
David C. Wilson, RCE# 54734
A Division of Law Engineering and Environmental Services, Inc.
9177 Sky Park Court, Suite A
San Diego, CA 92123
619-278-3600 • Fax 619-278-5300
LAW ICrandall
LAWGIBB Group ember A
PHYSICAL PROPERTIES OF ASPHALT CONCRETE
N
PROJECT: Palomar Airport Rd. I PROJECT NO: 7034 1-50396.22 LAB NO: 9602
CLIENT: City of Carlsbad SAMPLED BY: S. Wagoner DATE SAMPLED: May 8, 1999
TYPE: 3/4' Med., G.B. B3 DATE RECEIVED: May 10, 1999 JDATE TESTED: May 14, 1999
SOURCE: CCAC/Cr1. Cyn. FIELD NO.: ** DATE REPORTED: May 17, 1999 SAMPLE LOCATION: Palomar Airport Rd. @ sta. 66+00, load #61
SIEVE ANALYSIS (Cal Test 202) ADDITIONAL TESTS
SIEVE
SIZE
%PASSING I SPECIFICATION TEST RESULT TEST STD
1-1/2" ** SSPWC B3
1' 100 100 BITUMEN CONTENT,%
(Cal
5.8
_Test _382)
4.6-6.0
3/4" 100 90-100
1/2" 94 BULK SPECIFIC GRAVITY
(Cal Test 308)
2.363
3/8 80 60-84
No.4 59 40-60 UNIT WEIGHT, PCF
(Cal
147.5
_Test _308) 8 43 24-50
16 31 ** STABILOMETER
(Cal
30S
_Test _366)
35 mm.
30 23 11-29
50 16 ** SWELL
(Cal
d.n.r.
_Test _305)
**
100 10 **
200 6.3 1-9 MOISTURE CONTENT, %
(Cal Test 370)
d.n.r.
* Maximum Theoretical Sp. Gr.=15I.8, Air Voids=2.8%
City of Carlsbad! D. Moore
bmi Sed
Distribution:
David C. Wilson, RCE# 54734
A Division of Law Engineering and Environmental Services, Inc.
9177 Sky Park Court, Suite A
San Diego, CA 92123
619-278-3600 • Fax 619-278-5300
LAW Crandall
LAWGIBB Group Member
PHYSICAL PROPERTIES OF ASPHALT CONCRETE
PROJECT: Palomar Airport Rd. PROJECT NO: 70341-5-0396.22 LAB NO: 9593
CLIENT: City of Carlsbad SAMPLED BY: D. Walsh JDATE SAMPLED: May 6, 1999
TYPE: 3/4" Med., G.B. B3 DATE RECEIVED: May 6, 1999 DATE TESTED: May 14, 1999
SOURCE: CCAC/Crl. Cyn. FIELD NO.: ** DATE REPORTED: May 17, 1999
SAMPLE LOCATION: Palomar Airport Rd. @ from sta. 82+90 to 83+35, toad U72
SIEVE ANALYSIS (Cal Test 202) 11 ADDITIONAL TESTS
SIEVE
SIZE
%PASSING ] SPECIFICATION TEST RESULT TEST STD
SSPWC B3
1" 100 100 BITUMEN CONTENT, %
(Cal
5.6
_Test _382)
4.6-6.0
3/4' 96 90-100
1/2" 68 *5 BULK SPECIFIC GRAVITY
(Cal
2.513
_Test _308)
3/8' 59* 60-84
No.4 42 40-60 UNIT WEIGHT, PCF
(Cal
156.8
_Test _308)
S 30 24-50
16 24 STABILOMETER
(Cal
36
_Test _366)
35 min.
30 20 11-29
50 13 SWELL
(Cal
d.n.r.
_Test _305)
100 8 St
200 5.3 1-9 MOISTURE CONTENT, %
(Cal Test 370)
d.n.r.
* Maximum Theoretical Sp. Gr.= 161.9, Air Voids=3.2%
Distribution: City of Carlsbad! D. Moore /
Submitted By:
David C. Wilson, RCE# 54734
A Division of Law Engineering and Environmental Services, Inc.
9177 Sky Park Court, Suite A
San Diego, CA 92123
619-278-3600 • Fax 619-278-5300
LAW Crandall
LA WG IBB G roup Mem
PHYSICAL PROPERTIES OF AS1t$ ONCRETE
PROJECT: Palomar Airport Rd. PROJECT NO: 70341-5-0396.221 LAB NO: 9559
CLIENT: City of Carlsbad SAMPLED BY: D. Walsh DATE SAMPLED: April 30, 1999
TYPE: 3/4 Med., G.B. B3 DATE RECEIVED: April 30, 1999 DATE TESTED: May 5, 1999
SOURCE: Hanson Aggregates FIELD NO.: ** DATE REPORTED: May 6, 1999
SAMPLE LOCATION: Palomar Airport Rd. @ sta. 69+50
SIEVE ANALYSIS (Cal Test 202) - ADDITIONAL TESTS
SIEVE
SIZE
%PASSING SPECIFICATION TEST -[---RESULT TEST STD
1-1/2' ** SSPWCB3
1' 100 100 BITUMEN CONTENT,%
(Cal _Test _382)
5.3 4.6-6.0
3/4' 98 90-100
1/2' 82 ** BULK SPECIFIC GRAVITY
(Cal
2.426
_Test _308)
3/8' 72 60-84
No.4 53 40-60 UNIT WEIGHT, PCF
(Cal
151.4
_Test _308)
8 34 24-50
16 23 *1 STABILOMETER
(Cal
41
_Test _366)
35 mm.
30 17 11-29
50 13 ** SWELL
(Cal
d.n.r.
_Test _305)
**
100 10 **
200 7.4 1-9 MOISTURE CONTENT, %
(Cal Test 370)
d.n.r.
* Maximum Theoretical Sp. Gr.= 155.4, Air Voids=2.6%
City of Carlsbad D. Moore
By: Submitted
Distribution:
David C. Wilson, RCE9 54734
A Division of Law Engineering and Environmental Services, Inc.
9177 Sky Park Court, Suite A
San Diego, CA 92123
619-278-3600 • Fax 619-278-5300
LAW Crandall
LAWGIBB Group Member A
PHYSICAL PROPERTIES OF ASPHALT CONCRETE
PROJECT: Palomar Airport Rd. PROJECT NO: 70341-5-0396.22ILAB NO: 9557 I
CLIENT: City of Carlsbad SAMPLED BY: D. Walsh JATE SAMPLED: April 28, 1999
TYPE: 3/4' Med., G.B. B3 DATE RECEIVED: April 28, 1999 DATE TESTED: May 4, 1999
SOURCE: Hanson Aggregates FIELD NO.: It DATE REPORTED: May 5, 1999
SAMPLE LOCATION: Palomar Airport Rd. @ sta. 77+00
SIEVE ANALYSIS (Cal Test 202) rADDITIONAL TESTS
SIEVE
SIZE
%PASSENG SPECIFICATION TEST RESULT TEST STD
1-1/2' ** SSPWCB3
V. 100 100 BITUMEN CONTENT, %
(Cal
4.6
_Test _382)
: 4.6-6.0
3/4" 98 90-100
1/2" 89 ** BULK SPECIFIC GRAVITY
(Cal
2.436
_Test _308)
3/8" 66 60-84
No.4 48 40-60 UNIT WEIGHT, PCF
(Cal
152.0
_Test _308)
8 35 24-50
16 26 II STABILOMETER
(Cal
36
_Test _366)
35 mm.
30 20 11-29
50 14 ** SWELL
(Cal Test 305)
d.n.r. It
100 10 **
200 7.1 1-9 MOISTURE CONTENT, %
(Cal Test 370)
d.ri.r.
* Denotes deviation from specified limits. / Maximum Theoretical Sp. Gr.= 156.6, Air Voids=2.9%
note: sample appears to be flushing
Distribution: City of Carlsbad! D. Moore
/ Submitted By:
David C. Wilson, RCE# 54734
A Division of Law Engineering and Environmental Services, Inc.
9177 Sky Park Court, Suita A
San Diego, CA 92123
619-278-3600 • Fax 619-278-5300
LAW ICrandall
LAWGIBB Group Member A
RECE
4YT4ioc 7
PHYSICAL PROPERTIES OF ASPHALT CONCRETE
PROJECT: Palomar Airport Rd. PROJECT NO: 70341-5-0396.22 LAB NO: 9540
CLIENT: City of Carlsbad. SAMPLED BY: D. Walsh DATE SAMPLED: April 21, 1999
TYPE: 3/4" Med., G.B. B3 DATE RECEIVED: April 21, 1999 DATE TESTED: April 26, 1999
SOURCE: Hanson Aggregates FIELD NO.: ** DATE REPORTED: April 27, 1999
SAMPLE LOCATION: Palomar Airport Rd.@ sta. 66+40
SIEVE ANALYSIS (Cal Test 202) ADDITIONAL TESTS
SIEVE ] %PASSING SPECIFICATION 11 TEST F---RESULT TEST STD
SIZE
1-1/2' ** SSP\VCB3
1" 100 100 BITUMEN CONTENT, % 5.0 4.6-6.0
(Cal Test 382) ..
3/4 93 90-100 .,.. . .. . . -:
, 'OL 85 •• I ** BULK SPECIFIC GRAVITY' 2.451 '
(Cal _Test _308)
3/3" 64 60-84
No.4 46 40-60 . UNIT WEIGHT, PCF 152.9
(Cal _Test _308)
8 34 24-50
16 25 STAB ILOMETER 42 35 mm.
(Cal Test 366)
30 19 11-29 -
50 14 ** SWELL d.n.r. **
(Cal _Test _305)
100 10 **
200 7.9 1-9 MOISTURE CONTENT, % d.n.r.
(Cal Test 370)
* Denotes deviation from specified limits. / Maximum Theoretical Sp. Gr.= 156.9, Air Voids=2.5%
note: sample appears to be flushing
- ... -...,
- ---• -- ...........
Distribution City of Carlsbad! D Moore -- - - / -
- Submitted By
- . . David C. Wilson, RCE# 54734
A Division of Law Engineering and Environmental Services, Inc.
9177 Sky Park Court, Suite A
San Diego, CA 92123
619-278-3600 • Fax 619-278-5300
PHYSICAL PROPERTIES OF ASPHALT CONCRETE
PROJECT NO: 70341-5-0396.22 LAB NO: 9540 JPROJ palomarAirportRd.
CIty of Carlsbad SAMPLED BY: D. Walsh DATE SAMPLED: April 21,1999
3/40 Med., G.E. B3 DATE RECEIVED: Apr11 21,1999 DATE TESTED: April 26,1999
URCE: Hanson Ag®tes FIELD NO.: tS DATE REPORTED April 27,1999
f[SAMPLE LOCATION: Palomar Ai!pOrt Rd. @ sta. 66+40
SIEVE ANALYSIS (Cal Test 202) ADDITIONAL TESTS
%PASS1NG SPECIFICATION TEST RESULT TE
qSTD ESIEVE
- SSPWCB3
1 100 100 BITUMEN CONTENT, %
(Cal Teal 382)
5.0 4.6-6,0
3/4' 98 90-100
UT' 85 BULK SPECIFIC GRAVITY
(Cal Test 308)
2.431
3/8" 64 60-84
No.4 46 40-60 UNIT WEIGHT, PCF
(Cal Test 308)
152.9
8 34 24-50
16 25 STABILOMETER
(Cal Test 366)
- 42 - 35 mm.
30 19 11.29
50 14 SWELL
(Cal Test 305)
d.n.r. CS
100 10
200 7.9 1-9 MOISTURE CONTENT, %
(Cal Test 370)
d.n.r.
ucvtauon nom specinc umus. maximum Ineoretical sp. Ur.- 156.9. Air VOids.2.5%
note: sample appears to be flushing
Distribution: City of Carlsbad/ D. Moore
Submitted By:
David C. Wilson, RCE# 54734
LAW Crandall
LAWGIBB Group Member A
PHYSICAL PROPERTIES OF ASPHALT CONCRETE
PROJECT: Palomar Airport Rd. PROJECT NO: 70341-5-0396.22 1 LAB NO: 9538
CLIENT: City of Carlsbad SAMPLED BY: R. Valles DATE SAMPLED: April 20, 1999
TYPE: 3/8" Med. AR4000, G.B. 'D' mix DATE RECEIVED: April 20, 1999 DATE TESTED: April 26, 1999
SOURCE: Hanson Aggregates FIELD NO.: ** DATE REPORTED: April 27, 1999
SAMPLE LOCATION: Palomar Airport Rd. @ sta. 63+20
SIEVE ANALYSIS (Cal Test 202) j ADDITIONAL TESTS
SIEVE
SIZE
%PASSING SPECIFICATION TEST RESULT TEST STD
1" ** SSPWC D' BITUMEN CONTENT, %
(Cal
6.2
_Test _382)
6.0-8.0
3/4" ** **
1/2" 100 100 BULK SPECIFIC GRAVITY
(Cal
2.421
_Test _308)
3/8" 99 95-100
No.4 79 65-85 UNIT WEIGHT, PCF
(Cal
151.1
_Test _308)
8 54 50-70
16 39 ** STABILOMETER
(Cal
24*
_Test _366)
35min.
30 29 28-40
50 20 SWELL
(Cal
d.n.r.
_Test _305)
100 14 **
200 10.3 5-14 MOISTURE CONTENT, %
(Cal Test 370)
d.n.r.
Denotes deviation from specified limits. / Maximum Theoretical Sp. Gr.=155.7, Air Voids=2.97%
note: sample appears to be flushing
Distribution: City of Carlsbad! D. Moore / Submitted By:
David C. Wilson, RCE# 54734
A Division of Law Engineering and Environmental Services, Inc.
9177 Sky Park Court, Suite A
San Diego, CA 92123
619-278-3600 • Fax 619-278-5300
AD FCI
LMAY
Y A
AW Crandall
WGIBB Group Member A
RECEIVED t'l
MAY 191999
ENGINEERING
DEPARTMENT
PHYSICAL PROPERTIES OF ASPHALT CONCRETE
PROJECT: Palomar Airport Rd. I PROJECT NO: 70341-5-0396.22 1 LAB NO: 9582 ] CLIENT: City of Carlsbad SAMPLED BY: T. McClanahan DATE SAMPLED: May 6, 1999
TYPE: 3/4" Med., G.B. B3 DATE RECEIVED: May 6, 1999 DATE TESTED: May 10, 1999
SOURCE: Hanson Aggregates FIELD NO.: 'PS DATE REPORTED: May 11, 1999 SAMPLE LOCATION: Palomar Airport Rd. @ from sta. 83+50 to 84+50
SIEVE ANALYSIS (Cal Test 202) - - ADDITIONAL TESTS
SIEVE
SIZE
%PASSING SPECIFICATION TEST j RESULT TEST STD
1-1/2" ** SSPWCB3
1" 100 100 BITUMEN CONTENT, %
(Cal
5.5
_Test _382)
4.6-6.0
3/4" 98 90-100
1/2",. 74 'P'P . BULK SPECIFIC GRAVITY
(Cal
2.511.
_Test _308) 3/8" 66 60-84 -
No.4 . 49 40-60 UNIT WEIGHT, PCF
(Cal
156.7
_Test _308) 8 35 24-50
16 27 ** STABILOMETER
(Cal _Test _366)
38 35 mm.
30 22 11-29
50 14 ** SWELL
(Cal
d.n.r.
_Test _305)
**
100 9
200 6.1 1-9 MOISTURE CONTENT, %
(Cal Test 370)
d.n.r.
Maximum ineoreticat sp. t..,r.=tbu.b, Air V0I5=2.4'Yo
-
Distribution City of Carlsbad/DMoore
Submitted By:
David C. Wilson, RCE# 54734
A Division of Law Engineering and Environmental Services, Inc.
9177 Sky Park Court, Suite A
San Diego, CA 92123
619-278-3600 • Fax 619-278-5300
LAW Crand'all
LAWGIBB Group Member A
PHYSICAL PROPERTIES OF ASPHALT CONCRETE
PROJECT: Palomar Airport Rd. PROJECT NO: 7034 1-5-0396.22 LAB NO: 9565
CLIENT: City of Carlsbad SAMPLED BY:' T. McClanahan I DATE SAMPLED: May 3, 1999 TYPE: 3/4" Med., G.B. B3 DATE RECEIVED: May 3, 1999 JDATE TESTED: May 10, 1999 SOURCE: Hanson Aggregates FIELD NO.: ** DATE REPORTED: May 11, 1999 SAMPLE LOCATION: Palomar Airport Rd. @ from sta. 80+40 to 81+40
SIEVE ANALYSIS (Cal Test 202) ADDITIONAL TESTS SIEVE
SIZE
%PASSING SPECIFICATION1 TEST RESULT TEST STD
1-1/2" ** SSPWC B3
1" 100 100 BITUMEN CONTENT, %
(Cal
5.8
_Test _382)
4.6-6.0
3/4" 100 90-100
1/2" 90 BULK SPECIFIC GRAVITY
_Test (Cal 308)
2.473
3/3" 76 60-84 ' -
No.4' 57' 40-60 UNIT WEIGHT, PCF
(Cal
154.3
_Test _308) 3 41 24-50
16 32 STABILOMETER
(Cal
44
_Test _366)
35 min.
30 25 11-29
50 16 SWELL
(Cal
d.n.r.
_Test _305) 100 9 **
200 6.4 1-9 MOISTURE CONTENT, %
(Cal Test 370)
d.n.r.
Maximum Ifleoretical bp. Ur.=D9.!, Air VOid5=i.U'Vo
Distribution: City of Carlsbad! D. Moore
Submitted By:
David C. Wilson, RCE# 54734
A Division of Law Engineering and Environmental Services, Inc.
9177 Sky Park Court, Suite A
San Diego, CA 92123
619-278-3600 • Fax 619-278-5300
'A
PHYSICAL PROPERTIES OF ASPHALT CONCRETE
'ROJECT: Palomar Airport Rd. PROJECT NO: 70341-5-0396.22 LAB NO: 9538
LIENT: City of Carlsbad SAMPLED BY: R. Valles DATE SAMPLED: April 20, 1999
YPE 3/8" Mcd. AR4000I G.S. D' mix DATE RECEIVED: April 20,1999. DATE TESTED; April 26, 1999
SOURCE: Hanson Aggregates FIELD NO.: DATE REPORTED: April 27, 1999
SAMPLE LOCATION: Palomm Airpoit Rd. @ sta. 63+20
STS
ULT TEST STh
.2 6.0.8.0
$21
4* 35 min.
n.r.
tCE# 54734