Summary for Test 2019-01-29-14-5

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 213469
DEA: 024C40V4
EFIS: 0218000125
DIST-CO-RTE-PM02-SHA-5-R3.8/R11.7
Award Date11/06/2018
Closeout Date08/16/2023
Work DescriptionWIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location DescriptionSHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
QA Service Level1 (Verified on 12/31/2018)

Sample Information

Sample Taken Date01/29/2019 Sample Unique Key14
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 testing02/01/2019
Sample typeVerification A brief description of the sample3/4-inch Type A HMA (eq. PG 64-10/16)
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byAnthony Last name of sampler or witnessed byOrtiz
Title of sampler Telephone number of sampler
Laboratory sample identificationD77789 Linked DIME Sample ID
The fabricator/manufacturer/facility nameFawndale Rock and Asphalt - Redding, CA Transportation Laboratory (TL) Number736644
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot number0
Sublot number0 HMA Mix NumberNot set

Test Details

DIME Sample ID: 2019-01-29-14
DIME Test ID: 2019-01-29-14-5
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: 2019-02-25

Test Results


Unit system used?: SI Units
Input Type: Measured
Tester's full name: D. Hickey and D. Valasek
Date of test: 02/12/2019
Wet 1Wet 2Wet 3Dry 1Dry 2Dry 3
Treated
150.0 mm150.0 mm150.0 mm150.0 mm150.0 mm150.0 mm
94.9 mm95.0 mm94.0 mm95.0 mm94.9 mm94.9 mm
3937.5 g3936.8 g3936.9 g3936.0 g3936.3 g3937.7 g
2336.6 g2327.2 g2336.4 g2331.6 g2335.9 g2344.6 g
3958.4 g3956.7 g3960.0 g3956.0 g3962.5 g3961.1 g
2.609 2.609 2.609 2.609 2.609 2.609
4017.9 g4021.9 g4020.2 g
2389.3 g2387.7 g2391.6 g
94.9 mm95.1 mm95 mm
187 mmHg156 mmHg153 mmHg
22 inHg23 inHg23 inHg
8 minutes6 minutes6 minutes

1621.8 cm^3

1629.5 cm^3

1623.6 cm^3

1624.4 cm^3

1626.6 cm^3

1616.5 cm^3

2.428

2.416

2.425

2.423

2.420

2.436

6.9 %

7.4 %

7.1 %

7.1 %

7.2 %

6.6 %

111.9 cm^3

120.6 cm^3

115.3 cm^3

115.3 cm^3

117.1 cm^3

106.7 cm^3

4015.8 g

4021.2 g

4017.6 g

4027 g

4033.3 g

4029.1 g

1628.6 cm^3

1634.2 cm^3

1628.6 cm^3

80.4 cm^3

85.1 cm^3

83.3 cm^3

72 %

71 %

72 %

0.4 %

0.3 %

0.3 %

19919 N

20631 N

21472 N

25537 N

25199 N

25382 N

0

0

0

0

0

0

12

15

19

17

20

16

0

0

0

0

0

0

891 kPa

921 kPa

959 kPa

1141 kPa

1127 kPa

1135 kPa

134 psi

164 psi

0.82
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/25/2019