Summary for Test 2020-06-04-34-8

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 214571
DEA: 020J1104
EFIS: 0219000062
DIST-CO-RTE-PM02-PLU-70-33.1/42.1
Award Date02/07/2020
Closeout Date04/27/2021
Work DescriptionPLACE HMA & SHOULDER BACKING, & REMOVE & REPLACE PAVEMENT DELINEATION.
Location DescriptionPLUMAS COUNTY AT AND NEAR KEDDIE FROM INDIAN CREEK BRIDGE TO 0.3 MILE WEST OF SPANISH CREEK BRIDGE NO. 09-0018
QA Service Level1 (Verified on 01/22/2020)

Sample Information

Sample Taken Date06/04/2020 Sample Unique Key34
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing06/05/2020
Sample typeVerification A brief description of the sample3/4-inch Type A HMA (PG 64-16) 15.0 RAP, 1.0 Lime
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byPEI Last name of sampler or witnessed byPEI
Title of sampler Telephone number of sampler
Laboratory sample identificationD78456 Linked DIME Sample ID
The fabricator/manufacturer/facility nameSierra Cascade Aggregate and Asphalt Products Transportation Laboratory (TL) Number733197
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot number
Sublot number HMA Mix NumberNot set

Test Details

DIME Sample ID: 2020-06-04-34
DIME Test ID: 2020-06-04-34-8
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: 2020-08-20

Test Results


Unit system used?: SI Units
Input Type: Measured
Tester's full name: D. Valasek and T. McCormick
Date of test: 06/11/2020
Wet 1Wet 2Wet 3Dry 1Dry 2Dry 3
Treated
150.0 mm150.0 mm150.0 mm150.0 mm150.0 mm150.0 mm
94.8 mm94.8 mm94.8 mm94.9 mm94.8 mm94.8 mm
3674.3 g3677.2 g3676.9 g3637.4 g3676.8 g3676.9 g
2131.4 g2127.4 g2133.6 g2125.5 g2133.2 g2134.4 g
3716.0 g3727.4 g3721.8 g3723.0 g3727.1 g3718.8 g
2.485 2.485 2.485 2.485 2.485 2.485
3758.5 g3771.6 g3763.0 g
2166.1 g2156.0 g2165.2 g
94.9 mm94.9 mm94.7 mm
197 mmHg294 mmHg210 mmHg
22 inHg18 inHg21 inHg
5 minutes5 minutes5 minutes

1584.6 cm^3

1600.0 cm^3

1588.2 cm^3

1597.5 cm^3

1593.9 cm^3

1584.4 cm^3

2.319

2.298

2.315

2.277

2.307

2.321

6.7 %

7.5 %

6.8 %

8.4 %

7.2 %

6.6 %

106.2 cm^3

120.0 cm^3

108.0 cm^3

134.2 cm^3

114.8 cm^3

104.6 cm^3

3748.6 g

3761.2 g

3752.5 g

3759.3 g

3773.2 g

3763.3 g

1592.4 cm^3

1615.6 cm^3

1597.8 cm^3

84.2 cm^3

94.4 cm^3

86.1 cm^3

79 %

79 %

80 %

0.5 %

1 %

0.6 %

29585 N

25266 N

27250 N

28526 N

24350 N

29429 N

0

0

0

0

0

0

22

18

21

49

49

46

0

0

0

1

0

0

1323 kPa

1130 kPa

1221 kPa

1276 kPa

1090 kPa

1318 kPa

178 psi

178 psi

1
General comments (publicly viewable) (Max 1000 characters): Pa(d1) is wrong.

Test was verified on 8/20/2020