Summary for Test 2021-06-21-71-5

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 212245
DEA: 024F8604
EFIS: 0213000043
DIST-CO-RTE-PM02-TRI-36-26.7/27.1
Award Date11/02/2018
Closeout Date05/23/2022
Work DescriptionROADWAY REALIGNMENT AND NEW BRIDGE CONSTRUCTION
Location DescriptionTRINITY COUNTY ABOUT 9 MILES EAST OF FOREST GLEN FROM 0.6 MILE WEST TO 0.1 MILE WEST OF ROUTE 3
QA Service Level1 (Verified on 03/21/2017)

Sample Information

Sample Taken Date06/21/2021 Sample Unique Key71
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 testing06/21/2021
Sample typeAcceptance A brief description of the sampleLime Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 23.6% 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 byUnknown Last name of sampler or witnessed byUnknown
Title of sampler Telephone number of sampler
Laboratory sample identificationD78850 Linked DIME Sample ID
The fabricator/manufacturer/facility nameJF Shea Construction - Fawndale Rock and Asphalt - Redding, CA Transportation Laboratory (TL) Number823530
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: 2021-06-21-71
DIME Test ID: 2021-06-21-71-5
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: 2022-01-27

Test Results


Unit system used?: SI Units
Input Type: Measured
Tester's full name: Colt Sweeny and T.McCormick
Date of test: 07/01/2021
Wet 1Wet 2Wet 3Dry 1Dry 2Dry 3
Treated
150.0 mm150.0 mm150.0 mm150.0 mm150.0 mm150.0 mm
94.9 mm94.8 mm94.8 mm94.9 mm95.0 mm94.8 mm
3903.2 g3903.0 g3903.0 g3906.3 g3902.5 g3903.3 g
2292.9 g2294.3 g2297.1 g2294.8 g2289.4 g2299.9 g
3919.7 g3919.2 g3922.6 g3923.7 g3919.0 g3920.1 g
2.576 2.576 2.576 2.576 2.576 2.576
3982.1 g3979.9 g3990.5 g
2356.0 g2355.8 g2365.0 g
94.8 mm94.8 mm94.8 mm
141 mmHg125 mmHg107 mmHg
23 inHg24 inHg25 inHg
5 minutes5 minutes5 minutes

1626.8 cm^3

1624.9 cm^3

1625.5 cm^3

1628.9 cm^3

1629.6 cm^3

1620.2 cm^3

2.399

2.402

2.401

2.398

2.395

2.409

6.9 %

6.8 %

6.8 %

6.9 %

7.0 %

6.5 %

112.2 cm^3

110.5 cm^3

110.5 cm^3

112.4 cm^3

114.1 cm^3

105.3 cm^3

3981.7 g

3980.4 g

3980.4 g

3993 g

3991.4 g

3991.4 g

1626.1 cm^3

1624.1 cm^3

1625.5 cm^3

78.9 cm^3

76.9 cm^3

87.5 cm^3

70 %

70 %

79 %

0 %

0 %

0 %

16249 N

17393 N

17664 N

22935 N

21160 N

21160 N

0

0

0

0

0

0

14

11

12

39

39

37

0

0

0

1

0

0

727 kPa

779 kPa

791 kPa

1026 kPa

945 kPa

947 kPa

111 psi

141 psi

0.79
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/27/2022