Summary for Test 2025-08-26-82-1

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 1000320
DEA: 11430324
EFIS: 1118000102
DIST-CO-RTE-PM11-SD-805-14.6/23.7
Award Date08/23/2024
Closeout DateNot set
Work DescriptionMODIFY ELECTRICAL, CONCRETE PAVEMENT, DRAINAGE AND SIGNS.
Location DescriptionSAN DIEGO COUNTY IN SAN DIEGO FROM ROUTE 805/15 SEPARATION TO 0.1 MILE NORTH OF ROUTE 805/52 SEPARATION
QA Service Level1 (Verified on 09/09/2024)

Sample Information

Sample Taken Date08/26/2025 Sample Unique Key82
Date that the sample was received by the laboratory/organization performing the testing10/03/2025 Sample typeVerification
A brief description of the sample3/4" RHMA-G The quantity of what the sample constitutes12 Boxes
From where was the sample collectedSource First name of sampler or witnessed byGerardo
Last name of sampler or witnessed byCordero Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameMartin Marietta
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid Item0

Material Information

Material TypeHot Mix Asphalt HMA TypeRHMA-G
HMA Grading3/4 inch Lot number
Sublot number HMA Mix Number
Binder content (%)0.0 Virgin binder PG
Design binder PG Binder Supplier
RAP content (%)Not set WMA Additives
Antistrip type

Test Details

DIME Sample ID: 2025-08-26-82
DIME Test ID: 2025-08-26-82-1
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: 2025-10-10

Test Results


Unit system used?: US Units
Input Type: Measured
Tester's full name: Melchor Oronoz
Date of test: 10/10/2025
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
3649.8 g3648.5 g3652.6 g3654.2 g3653.8 g3652.9 g
2043.7 g2050.8 g2045.9 g2049.8 g2051.3 g2053.8 g
3661.8 g3665.8 g3665.5 g3670.3 g3670.5 g3671.5 g
2.419 2.419 2.419 2.419 2.419 2.419
3726.8 g3723.1 g3729.7 g
5.9 in5.9 in5.9 in
225 mmHg225 mmHg225 mmHg
0 inHg0 inHg0 inHg
10 minutes10 minutes10 minutes

1618.1 cm^3

1615.0 cm^3

1619.6 cm^3

1620.5 cm^3

1619.2 cm^3

1617.7 cm^3

2.256

2.259

2.255

2.255

2.257

2.258

6.7 %

6.6 %

6.8 %

6.8 %

6.7 %

6.7 %

108.4 cm^3

106.6 cm^3

110.1 cm^3

110.2 cm^3

108.5 cm^3

108.4 cm^3

3725.7 g

3723.1 g

3729.7 g

3736.5 g

3733.8 g

3740.7 g

1683.1 cm^3

1672.3 cm^3

1683.8 cm^3

77.0 cm^3

74.6 cm^3

77.1 cm^3

71 %

70 %

70 %

1964 lbf

1620 lbf

1554 lbf

3195 lbf

3283 lbf

3307 lbf

1

1

1

1

1

1

3

3

3

3

3

3

0

0

0

0

0

0

57 psi

47 psi

45 psi

93 psi

96 psi

96 psi

50 psi

95 psi

0.53
General comments (publicly viewable) (Max 1000 characters): Does Not Comply

Test was verified on 10/10/2025 ✔