Summary for Test 2021-06-03-26-4

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 Date06/03/2021 Sample Unique Key26
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 testing06/03/2021
Sample typeAcceptance A brief description of the sampleTreated 3/4-inch Type A HMA (eq. PG 64-28 M) with 22.0% RAP and virgin PG 58-34 M
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byD. Last name of sampler or witnessed byOwens
Title of samplerPEI Telephone number of sampler
Laboratory sample identificationD78822 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTullis Inc, Northstate Asphalt, Redding CA Transportation Laboratory (TL) Number779365
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifier
Structure name

Material Information

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

Test Details

DIME Sample ID: 2021-06-03-26
DIME Test ID: 2021-06-03-26-4
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: 2021-08-31

Test Results


Unit system used?: SI Units
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 06/10/2021
Wet 1Wet 2Wet 3Dry 1Dry 2Dry 3
Treated
150.0 mm150.0 mm150.0 mm150.0 mm150.0 mm150.0 mm
94.9 mm94.9 mm94.9 mm95.1 mm94.9 mm94.8 mm
3791.5 g3792.2 g3791.9 g3791.9 g3790.8 g3791.6 g
2203.2 g2205.2 g2206.4 g2195.8 g2204.4 g2207.1 g
3818.5 g3825.5 g3818.8 g3822.4 g3815.6 g3820.0 g
2.520 2.520 2.520 2.520 2.520 2.520
3873.6 g3874.6 g3876.9 g
2258.8 g2255.1 g2263.7 g
94.8 mm94.8 mm94.9 mm
190 mmHg218 mmHg132 mmHg
22 inHg21 inHg24 inHg
5 minutes5 minutes5 minutes

1615.3 cm^3

1620.3 cm^3

1612.4 cm^3

1626.6 cm^3

1611.2 cm^3

1612.9 cm^3

2.347

2.340

2.352

2.331

2.353

2.351

6.9 %

7.1 %

6.7 %

7.5 %

6.6 %

6.7 %

111.5 cm^3

115.0 cm^3

108.0 cm^3

122.0 cm^3

106.3 cm^3

108.1 cm^3

3869.6 g

3872.7 g

3867.5 g

3880.7 g

3884.2 g

3878.3 g

1614.8 cm^3

1619.5 cm^3

1613.2 cm^3

82.1 cm^3

82.4 cm^3

85 cm^3

74 %

72 %

79 %

0 %

0 %

0 %

21556 N

21147 N

22183 N

23015 N

24154 N

23238 N

0

0

0

0

0

0

9

14

10

21

8

15

0

0

0

0

0

0

965 kPa

947 kPa

992 kPa

1027 kPa

1080 kPa

1040 kPa

140 psi

152 psi

0.92
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/31/2021