Summary for Test 2024-09-29-6-5

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 994903
DEA: 11430244
EFIS: 1118000033
DIST-CO-RTE-PM11-SD-125-9.3/13.0
Award Date09/06/2023
Closeout DateNot set
Work DescriptionPLACE HMA, RHMA, SLAB REPLACEMENT, AND ELECTRICAL WORK.
Location DescriptionSAN DIEGO COUNTY IN AND NEAR LEMON GROVE FROM 0.3 MILE SOUTH OF ELKELTON PLACE UNDERCROSSING TO 0.2 MILE SOUTH OF ROUTE 125/94 SEPARATION
QA Service Level1 (Verified on 11/14/2023)

Sample Information

Sample Taken Date09/29/2024 Sample Unique Key6
Date that the sample was received by the laboratory/organization performing the testing10/03/2024 Sample typeQuality Assurance
A brief description of the samplePSU The quantity of what the sample constitutes12 boxes
From where was the sample collectedSource First name of sampler or witnessed byBen
Last name of sampler or witnessed bySmith Title of sampler
Telephone number of sampler6193804522 Laboratory sample identification0132-PSU
Linked DIME Sample ID2024-09-29-7 The fabricator/manufacturer/facility nameVulcan Otay
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading1/2 inch Lot number
Sublot number HMA Mix Number320819 Otay Val
Binder content (%)Not set Virgin binder PGNot set
Design binder PGNot set Binder SupplierNot set
RAP content (%)Not set WMA AdditivesNot set
Antistrip typeNot set

Test Details

DIME Sample ID: 2024-09-29-6
DIME Test ID: 2024-09-29-6-5
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Test Release Date: 2024-10-15

Test Results


Unit system used?: US Units
Input Type: Measured
Tester's full name: Melchor Oronoz
Date of test: 10/15/2024
Wet 1Wet 2Wet 3Dry 1Dry 2Dry 3
Treated
5.9 in5.9 in5.9 in5.9 in5.9 in5.9 in
3.7 in3.7 in3.7 in3.7 in3.7 in3.7 in
3789.8 g3802.6 g3799.1 g3801.9 g3797.0 g3797.8 g
2174.8 g2172.1 g2190.0 g2189.1 g2182.9 g2166.5 g
3810.7 g3815.6 g3824.4 g3822.6 g3819.2 g3815.5 g
2.489 2.489 2.489 2.489 2.489 2.489
3869.2 g3883.1 g3874.6 g
5.9 in5.9 in5.9 in
0 mmHg0 mmHg0 mmHg
225 inHg225 inHg225 inHg
10 minutes10 minutes10 minutes

1635.9 cm^3

1643.5 cm^3

1634.4 cm^3

1633.5 cm^3

1636.3 cm^3

1649.0 cm^3

2.317

2.314

2.324

2.327

2.320

2.303

6.9 %

7.0 %

6.6 %

6.5 %

6.8 %

7.5 %

112.9 cm^3

115.0 cm^3

107.9 cm^3

106.2 cm^3

111.3 cm^3

123.7 cm^3

3868.8 g

3883.1 g

3874.6 g

3880.1 g

3894.6 g

3885.4 g

1694.4 cm^3

1711.0 cm^3

1684.6 cm^3

79.4 cm^3

80.5 cm^3

75.5 cm^3

70 %

70 %

70 %

7010 lbf

6451 lbf

6833 lbf

10394 lbf

7943 lbf

7042 lbf

1

1

1

1

1

1

0

0

0

0

0

0

0

0

0

0

0

0

204 psi

188 psi

199 psi

303 psi

232 psi

205 psi

197 psi

247 psi

0.8
General comments (publicly viewable) (Max 1000 characters): Complies

Test was verified on 10/15/2024 ✔