Summary for Test 2022-08-11-54-5

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 993439
DEA: 022J4204
EFIS: 0221000076
DIST-CO-RTE-PM02-TRI-3-R26.3/29.8
Award Date02/07/2022
Closeout Date10/06/2022
Work DescriptionHMA OVERLAY AND REPLACE AC SURFACING.
Location DescriptionTRINITY COUNTY NEAR DOUGLAS CITY FROM BROWNS CREEK BRIDGE TO READING CREEK BRIDGE
QA Service Level1 (Verified on 12/13/2021)

Sample Information

Sample Taken Date08/11/2022 Sample Unique Key54
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 testing08/11/2022
Sample typeAcceptance A brief description of the sample12 boxes of Lime Treated 3/8-inch Type A HMA with 25% RAP and virgin PG 58-34 M from Valero – Benicia
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byJD Last name of sampler or witnessed byAtkinson
Title of sampler Telephone number of sampler
Laboratory sample identificationD79124 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTullis – Northstate Asphalt (Redding, CA) Transportation Laboratory (TL) Number858101
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 Grading3/8 inch Lot number
Sublot number HMA Mix NumberNot set

Test Details

DIME Sample ID: 2022-08-11-54
DIME Test ID: 2022-08-11-54-5
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: 2022-08-26

Test Results


Unit system used?: SI Units
Input Type: Measured
Tester's full name: Colt Sweeny and Darrell Valasek
Date of test: 08/23/2022
Wet 1Wet 2Wet 3Dry 1Dry 2Dry 3
Treated
150.0 mm150.0 mm150.0 mm150.0 mm150.0 mm150.0 mm
95.0 mm94.9 mm94.9 mm95.0 mm94.9 mm94.9 mm
3749.8 g3750.2 g3750.8 g3750.3 g3750.3 g3750.2 g
2137.4 g2141.5 g2143.4 g2141.2 g2143.4 g2141.6 g
3774.4 g3777.6 g3774.8 g3773.6 g3778.0 g3774.8 g
2.474 2.474 2.474 2.474 2.474 2.474
3834.8 g3834.5 g3841.9 g
2196.0 g2199.2 g2211.3 g
95.1 mm95 mm95 mm
179 mmHg173 mmHg108 mmHg
22 inHg22 inHg25 inHg
5 minutes5 minutes5 minutes

1637.0 cm^3

1636.1 cm^3

1631.4 cm^3

1632.4 cm^3

1634.6 cm^3

1633.2 cm^3

2.291

2.292

2.299

2.297

2.294

2.296

7.4 %

7.4 %

7.1 %

7.2 %

7.3 %

7.2 %

121.1 cm^3

121.1 cm^3

115.8 cm^3

117.5 cm^3

119.3 cm^3

117.6 cm^3

3834.6 g

3835 g

3831.9 g

3846.7 g

3847.1 g

3843.4 g

1638.8 cm^3

1635.3 cm^3

1630.6 cm^3

85 cm^3

84.3 cm^3

91.1 cm^3

70 %

70 %

79 %

0.1 %

0 %

0 %

18594 N

18749 N

19256 N

20546 N

19719 N

20795 N

1

1

1

0

0

0

17

20

12

25

22

28

0

0

0

1

1

0

830 kPa

838 kPa

860 kPa

918 kPa

882 kPa

930 kPa

122 psi

132 psi

0.92
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Test was verified on 8/26/2022