Summary for Test 2021-05-24-57-6

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 215424
DEA: 024G4404
EFIS: 0214000013
DIST-CO-RTE-PM02-SIS-3-38.0/38.6
Award Date04/05/2021
Closeout Date08/14/2023
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionSISKIYOU COUNTY ABOUT 6 MILES NORTH OF FORT JONES FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF LOWER MOFFETT CREEK ROAD
QA Service Level1 (Verified on 01/19/2021)

Sample Information

Sample Taken Date05/24/2021 Sample Unique Key57
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 testing05/24/2021
Sample typeVerification A brief description of the sampleTreated 3/4-inch Type A HMA (eq. PG 64-16) with 24.0 RAP and virgin PG 58-22 from Valero - Benicia
The quantity of what the sample constitutesVerification of JMF 21-04-S01 From where was the sample collectedManufacturer
First name of sampler or witnessed byDevin Last name of sampler or witnessed byOwens
Title of sampler Telephone number of sampler
Laboratory sample identificationD78806 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTullis - Nortstate Asphalt, Redding, CA Transportation Laboratory (TL) Number897296
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: 2021-05-24-57
DIME Test ID: 2021-05-24-57-6
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: 2021-08-06

Test Results


Unit system used?: SI Units
Input Type: Measured
Tester's full name: T. McCormick and C. Sweeny
Date of test: 06/03/2021
Wet 1Wet 2Wet 3Dry 1Dry 2Dry 3
Treated
150.0 mm150.0 mm150.0 mm150.0 mm150.0 mm150.0 mm
95.0 mm95.1 mm95.0 mm95.2 mm95.1 mm94.8 mm
3769.7 g3767.3 g3766.3 g3766.7 g3769.8 g3768.1 g
2171.1 g2168.7 g2177.7 g2165.4 g2180.0 g2184.8 g
3794.2 g3797.0 g3798.8 g3793.2 g3804.3 g3798.4 g
2.502 2.502 2.502 2.502 2.502 2.502
3854.9 g3854.1 g3848.7 g
2231.8 g2222.9 g2228.2 g
94.9 mm95 mm94.9 mm
270 mmHg217 mmHg185 mmHg
19 inHg20 inHg22 inHg
5 minutes5 minutes5 minutes

1623.1 cm^3

1628.3 cm^3

1621.1 cm^3

1627.8 cm^3

1624.3 cm^3

1613.6 cm^3

2.323

2.314

2.323

2.314

2.321

2.335

7.2 %

7.5 %

7.2 %

7.5 %

7.2 %

6.7 %

116.9 cm^3

122.1 cm^3

116.7 cm^3

122.1 cm^3

116.9 cm^3

108.1 cm^3

3851.5 g

3852.8 g

3848 g

3863.2 g

3865 g

3859.7 g

1623.1 cm^3

1631.2 cm^3

1620.5 cm^3

85.2 cm^3

86.8 cm^3

82.4 cm^3

73 %

71 %

71 %

0 %

0.2 %

0 %

27001 N

27152 N

28784 N

31035 N

32815 N

33526 N

0

0

0

0

1

0

19

19

14

28

37

35

0

0

0

1

0

0

1208 kPa

1213 kPa

1287 kPa

1384 kPa

1464 kPa

1501 kPa

179 psi

210 psi

0.85
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/6/2021