Summary for Test 2019-05-29-26-4

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 213791
DEA: 024H2204
EFIS: 0218000096
DIST-CO-RTE-PM02-SIS-89-28.0/34.0
Award Date01/22/2019
Closeout Date08/13/2021
Work DescriptionPAVEMENT OVERLAY.
Location DescriptionSISKIYOU COUNTY NEAR MCCLOUD FROM 0.5 MILE SOUTH OF MOUNTAIN HOUSE ROAD TO 0.3 MILE SOUTH OF AZALEA ROAD
QA Service Level1 (Verified on 01/08/2019)

Sample Information

Sample Taken Date05/29/2019 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 testing05/29/2019
Sample typeVerification A brief description of the sample1/2-inch Type A HMA (eq. PG 64-16)
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byRandy Last name of sampler or witnessed byBibbens
Title of sampler Telephone number of sampler
Laboratory sample identificationD77898 Linked DIME Sample ID
The fabricator/manufacturer/facility nameFawndale Rock and Asphalt Transportation Laboratory (TL) Number991045
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 number0
Sublot number0 HMA Mix NumberNot set

Test Details

DIME Sample ID: 2019-05-29-26
DIME Test ID: 2019-05-29-26-4
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: 2019-07-05

Test Results


Unit system used?: SI Units
Input Type: Measured
Tester's full name: Darrell Valasek and D. Hickey
Date of test: 06/04/2019
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 mm94.0 mm95.0 mm95.0 mm94.9 mm
3808.3 g3809.0 g3808.8 g3808.6 g3808.1 g3808.4 g
2205.1 g2203.4 g2205.7 g2197.5 g2209.0 g2204.2 g
3828.5 g3828.3 g3832.8 g3829.4 g3828.6 g3829.2 g
2.516 2.516 2.516 2.516 2.516 2.516
3893.5 g3894.8 g3888.8 g
2268.2 g2270.7 g2262.5 g
94.9 mm95 mm95 mm
164 mmHg176 mmHg202 mmHg
22 inHg22 inHg21 inHg
5 minutes5 minutes5 minutes

1623.4 cm^3

1624.9 cm^3

1627.1 cm^3

1631.9 cm^3

1619.6 cm^3

1625.0 cm^3

2.346

2.344

2.341

2.334

2.351

2.344

6.8 %

6.8 %

7.0 %

7.2 %

6.6 %

6.8 %

110.4 cm^3

110.5 cm^3

113.9 cm^3

117.5 cm^3

106.9 cm^3

110.5 cm^3

3885.6 g

3886.4 g

3888.5 g

3896.6 g

3897.4 g

3899.9 g

1625.3 cm^3

1624.1 cm^3

1626.3 cm^3

85.2 cm^3

85.8 cm^3

80 cm^3

77 %

78 %

70 %

0.1 %

0 %

0 %

18505 N

18745 N

18905 N

21383 N

20844 N

21774 N

0

0

0

0

0

0

17

12

14

12

15

16

0

0

0

0

0

0

828 kPa

837 kPa

845 kPa

955 kPa

931 kPa

974 kPa

121 psi

138 psi

0.88
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/5/2019