Summary for Test 2021-06-02-16-3

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 Date06/02/2021 Sample Unique Key16
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 testing06/02/2021
Sample typeAcceptance A brief description of the samplePSE 3/4 HMA 24 RAP PG 58-22 Valero Benecia
The quantity of what the sample constitutes100 Tons 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 identificationD78820 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTullis Inc, Northstate Asphalt, Redding CA Transportation Laboratory (TL) Number779362
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: 2021-06-02-16
DIME Test ID: 2021-06-02-16-3
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: 2021-08-24

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
95.0 mm95.2 mm95.0 mm95.0 mm94.9 mm95.0 mm
3776.1 g3775.6 g3776.2 g3775.5 g3776.4 g3776.1 g
2195.4 g2189.9 g2198.4 g2192.9 g2199.3 g2200.2 g
3805.8 g3803.3 g3806.9 g3809.3 g3808.9 g3804.8 g
2.526 2.526 2.526 2.526 2.526 2.526
3859.7 g3859.9 g3860.2 g
2246.0 g2242.3 g2249.5 g
94.8 mm95 mm94.8 mm
213 mmHg224 mmHg197 mmHg
21 inHg20 inHg21 inHg
5 minutes5 minutes5 minutes

1610.4 cm^3

1613.4 cm^3

1608.5 cm^3

1616.4 cm^3

1609.6 cm^3

1604.6 cm^3

2.345

2.340

2.348

2.336

2.346

2.353

7.2 %

7.4 %

7.0 %

7.5 %

7.1 %

6.8 %

115.9 cm^3

119.4 cm^3

112.6 cm^3

121.2 cm^3

114.3 cm^3

109.1 cm^3

3857.2 g

3859.2 g

3855 g

3868.8 g

3871.1 g

3866.3 g

1613.7 cm^3

1617.6 cm^3

1610.7 cm^3

83.6 cm^3

84.3 cm^3

84 cm^3

72 %

71 %

75 %

0.2 %

0.3 %

0.1 %

25226 N

26280 N

26044 N

26485 N

27886 N

28486 N

0

0

0

0

0

0

16

17

21

40

55

51

0

0

0

1

1

2

1129 kPa

1174 kPa

1166 kPa

1183 kPa

1247 kPa

1273 kPa

168 psi

179 psi

0.94
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/24/2021