Summary for Test 2019-04-29-19-5

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 213720
DEA: 024H2004
EFIS: 0218000094
DIST-CO-RTE-PM02-SHA-89-26.3/29.2
Award Date12/19/2018
Closeout Date08/06/2019
Work DescriptionPAVEMENT OVERLAY
Location DescriptionSHASTA COUNTY ABOUT 10 MILES NORTH OF BURNEY FROM 0.3 MILE NORTH OF CLARK CREEK ROAD TO LAKE BRITTON BRIDGE
QA Service Level1 (Verified on 01/04/2019)

Sample Information

Sample Taken Date04/29/2019 Sample Unique Key19
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 testing04/29/2019
Sample typeVerification A brief description of the sample3/4-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 byCindy Last name of sampler or witnessed byBryant
Title of sampler Telephone number of sampler
Laboratory sample identificationD77855 Linked DIME Sample ID
The fabricator/manufacturer/facility nameShaw Pit Facility Transportation Laboratory (TL) Number827789
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 Grading3/4 inch Lot number0
Sublot number0 HMA Mix NumberNot set

Test Details

DIME Sample ID: 2019-04-29-19
DIME Test ID: 2019-04-29-19-5
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: 2019-06-04

Test Results


Unit system used?: SI Units
Input Type: Measured
Tester's full name: D. Valasek and T. McCormick
Date of test: 05/06/2019
Wet 1Wet 2Wet 3Dry 1Dry 2Dry 3
Treated
150.0 mm150.0 mm150.0 mm150.0 mm150.0 mm150.0 mm
95.0 mm94.9 mm95.0 mm95.0 mm95.0 mm94.9 mm
3707.0 g3705.7 g3708.7 g3705.0 g3706.1 g3708.2 g
2131.6 g2133.0 g2134.6 g2128.3 g2133.5 g2136.5 g
3744.6 g3743.0 g3744.1 g3731.1 g3739.8 g3745.5 g
2.480 2.480 2.480 2.480 2.480 2.480
3795.3 g3789.6 g3789.4 g
2171.9 g2171.3 g2175.3 g
95.2 mm95.3 mm95.3 mm
267 mmHg235 mmHg229 mmHg
19 inHg20 inHg20 inHg
5 minutes5 minutes5 minutes

1613.0 cm^3

1610.0 cm^3

1609.5 cm^3

1602.8 cm^3

1606.3 cm^3

1609.0 cm^3

2.298

2.302

2.304

2.312

2.307

2.305

7.3 %

7.2 %

7.1 %

6.8 %

7.0 %

7.1 %

117.7 cm^3

115.9 cm^3

114.3 cm^3

109.0 cm^3

112.4 cm^3

114.2 cm^3

3789.4 g

3786.8 g

3788.7 g

3801.2 g

3798.4 g

3800.1 g

1623.4 cm^3

1618.3 cm^3

1614.1 cm^3

88.3 cm^3

83.9 cm^3

80.7 cm^3

75 %

72 %

71 %

0.6 %

0.5 %

0.3 %

16338 N

16725 N

18282 N

19737 N

20982 N

21085 N

0

0

0

0

0

0

17

20

20

21

18

15

0

0

0

0

0

0

728 kPa

745 kPa

814 kPa

882 kPa

937 kPa

943 kPa

111 psi

133 psi

0.83
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/4/2019