Summary for Test 2021-08-02-12-5

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 Date08/02/2021 Sample Unique Key12
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 testing08/02/2021
Sample typeAcceptance A brief description of the sample1/2 in HMA-A 15 RAP 5.7% PG 64-10 Valero, Benicia
The quantity of what the sample constitutesPSE #2 16 Boxes From where was the sample collectedManufacturer
First name of sampler or witnessed byCindy Last name of sampler or witnessed byBryant
Title of samplerTET Telephone number of sampler
Laboratory sample identificationD78920 Linked DIME Sample ID
The fabricator/manufacturer/facility nameJ F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA Transportation Laboratory (TL) Number875732
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 Grading1/2 inch Lot numberUnknown
Sublot numberUnknown HMA Mix NumberNot set

Test Details

DIME Sample ID: 2021-08-02-12
DIME Test ID: 2021-08-02-12-5
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: 2021-08-16

Test Results


Unit system used?: SI Units
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 08/06/2021
Wet 1Wet 2Wet 3Dry 1Dry 2Dry 3
Treated
150.0 mm150.0 mm150.0 mm150.0 mm150.0 mm150.0 mm
95.0 mm95.0 mm94.9 mm95.1 mm94.9 mm94.9 mm
3826.2 g3827.6 g3828.8 g3829.8 g3830.5 g3829.3 g
2215.8 g2220.2 g2227.1 g2213.2 g2220.0 g2225.4 g
3838.2 g3844.6 g3848.8 g3843.9 g3844.6 g3844.0 g
2.530 2.530 2.530 2.530 2.530 2.530
3905.2 g3908.9 g3906.1 g
2281.8 g2278.1 g2281.6 g
94.9 mm95.1 mm94.9 mm
224 mmHg248 mmHg186 mmHg
21 inHg20 inHg22 inHg
5 minutes5 minutes5 minutes

1622.4 cm^3

1624.4 cm^3

1621.7 cm^3

1630.7 cm^3

1624.6 cm^3

1618.6 cm^3

2.358

2.356

2.361

2.349

2.358

2.366

6.8 %

6.9 %

6.7 %

7.2 %

6.8 %

6.5 %

110.3 cm^3

112.1 cm^3

108.7 cm^3

117.4 cm^3

110.5 cm^3

105.2 cm^3

3903.4 g

3906.1 g

3904.9 g

3914.4 g

3917.3 g

3915.8 g

1623.4 cm^3

1630.8 cm^3

1624.5 cm^3

79 cm^3

81.3 cm^3

77.3 cm^3

72 %

73 %

71 %

0.1 %

0.4 %

0.2 %

20631 N

18144 N

21178 N

20586 N

20293 N

22575 N

0

0

0

0

0

0

15

12

10

20

20

22

0

0

0

0

0

0

923 kPa

810 kPa

947 kPa

919 kPa

908 kPa

1010 kPa

130 psi

137 psi

0.95
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/16/2021