Summary for Test 2023-09-14-56-2

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 215157
DEA: 021H5704
EFIS: 0216000036
DIST-CO-RTE-PM02-SHA-299-67.8/77.8
Award Date02/09/2023
Closeout Date06/11/2024
Work DescriptionBURNEY CAPM - PAVEMENT REHABILITATION
Location DescriptionBUNCH GRASS LOOKOUT RD TO NAPA LN
QA Service Level1 (Verified on 09/03/2020)

Sample Information

Sample Taken Date09/14/2023 Sample Unique Key56
Date that the sample was received by the laboratory/organization performing the testing09/14/2023 Sample typeDepartment Acceptance
A brief description of the sample8 boxes of 3/4-inch RHMA-G The quantity of what the sample constitutes50000 Tons
From where was the sample collectedManufacturer First name of sampler or witnessed byCindy
Last name of sampler or witnessed byBryant Title of samplerTET
Telephone number of sampler Laboratory sample identificationD79347
Linked DIME Sample ID The fabricator/manufacturer/facility nameJF Shea Fawndale
Transportation Laboratory (TL) Number857915 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeRHMA-G
HMA Grading3/4 inch Lot number
Sublot number HMA Mix Number
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: 2023-09-14-56
DIME Test ID: 2023-09-14-56-2
Testing Lab: CT D02 - Redding Northern Regional 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: 2023-09-29

Test Results


Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 09/28/2023
Wet 1Wet 2Wet 3Dry 1Dry 2Dry 3
Treated
150.0 mm150.0 mm150.0 mm150.0 mm150.0 mm150.0 mm
94.9 mm94.9 mm95.0 mm95.0 mm94.9 mm94.9 mm
3712.1 g3713.8 g3713.5 g3712.1 g3711.9 g3709.5 g
2105.8 g2114.0 g2110.9 g2108.1 g2111.3 g2111.2 g
3733.1 g3738.1 g3734.3 g3733.4 g3735.9 g3733.3 g
2.466 2.466 2.466 2.466 2.466 2.466
3791.8 g3793.7 g3791.8 g
95.1 mm94.9 mm94.9 mm
231 mmHg186 mmHg166 mmHg
21 inHg21 inHg22 inHg
5 minutes5 minutes5 minutes

1627.3 cm^3

1624.1 cm^3

1623.4 cm^3

1625.3 cm^3

1624.6 cm^3

1622.1 cm^3

2.281

2.287

2.287

2.284

2.285

2.287

7.5 %

7.3 %

7.3 %

7.4 %

7.3 %

7.3 %

122.0 cm^3

118.6 cm^3

118.5 cm^3

120.3 cm^3

118.6 cm^3

118.4 cm^3

3797.5 g

3796.8 g

3796.4 g

3809.7 g

3808.7 g

3808.3 g

1626.5 cm^3

1623.3 cm^3

1622.6 cm^3

79.7 cm^3

79.9 cm^3

78.3 cm^3

65 %

67 %

66 %

12953 N

14506 N

15249 N

15987 N

16565 N

16103 N

1

1

1

0

0

0

8

18

15

28

23

15

0

1

0

1

1

0

578 kPa

649 kPa

682 kPa

714 kPa

741 kPa

720 kPa

92 psi

105 psi

0.88
General comments (publicly viewable) (Max 1000 characters): S1=105, S2=92, TSR=88%

Test was verified on 9/29/2023 ✔