Summary for Test 2022-09-14-74-5

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 215367
DEA: 021J4904
EFIS: 0220000084
DIST-CO-RTE-PM02-TEH-32-14.0/20.0
Award Date02/02/2021
Closeout Date04/11/2024
Work DescriptionPLACE HOT MIX ASPHALT (TYPE A).
Location DescriptionTEHAMA COUNTY ABOUT 28 MILES EAST OF FOREST RANCH FROM 1.1 MILES EAST OF DEER CREEK BRIDGE NO. 08-0068 TO 0.4 MILE WEST OF SLATE CREEK BRIDGE NO. 08-0154
QA Service Level1 (Verified on 12/24/2020)

Sample Information

Sample Taken Date09/14/2022 Sample Unique Key74
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 testing09/21/2022
Sample typeDepartment Acceptance A brief description of the sample16 boxes of Lime Treated 3/8-inch Type A HMA (eq. PG 64-28 M) with 25.0% RAP and virgin PG 58-34 M from Valero (Benicia, CA)
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byRyan Last name of sampler or witnessed by.
Title of samplerPEI Telephone number of sampler
Laboratory sample identificationD79164 Linked DIME Sample ID
The fabricator/manufacturer/facility nameDig It Construction – Sierra Cascade Aggregate and Asphalt Products (Chester, CA) Transportation Laboratory (TL) Number876993
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/8 inch Lot number
Sublot number HMA Mix NumberNot set
Binder content (%)Not set Virgin binder PGNot set
Design binder PGNot set Binder SupplierNot set
RAP content (%)Not set WMA AdditivesNot set
Antistrip typeNot set

Test Details

DIME Sample ID: 2022-09-14-74
DIME Test ID: 2022-09-14-74-5
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: 2022-10-04

Test Results


Unit system used?: SI Units
Input Type: Measured
Tester's full name: Colt Sweeny and Dennis Hickey
Date of test: 09/28/2022
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 mm95.0 mm95.0 mm95.0 mm94.9 mm
3682.0 g3683.7 g3681.6 g3681.0 g3681.0 g3681.4 g
2095.3 g2101.2 g2095.4 g2091.1 g2091.3 g2096.8 g
3719.6 g3722.2 g3719.7 g3717.8 g3713.5 g3717.8 g
2.443 2.443 2.443 2.443 2.443 2.443
3765.5 g3766.1 g3764.3 g
2142.0 g2145.9 g2140.8 g
95.0 mm94.9 mm95.0 mm
219 mmHg190 mmHg228 mmHg
20 inHg21 inHg20 inHg
5 minutes5 minutes5 minutes

1624.3 cm^3

1621.0 cm^3

1624.3 cm^3

1626.7 cm^3

1622.2 cm^3

1621.0 cm^3

2.267

2.272

2.267

2.263

2.269

2.271

7.2 %

7.0 %

7.2 %

7.4 %

7.1 %

7.0 %

116.9 cm^3

113.5 cm^3

116.9 cm^3

120.4 cm^3

115.2 cm^3

113.5 cm^3

3763.8 g

3763.1 g

3763.4 g

3775.5 g

3774.5 g

3775.1 g

1623.5 cm^3

1620.2 cm^3

1623.5 cm^3

83.5 cm^3

82.4 cm^3

82.7 cm^3

71 %

73 %

71 %

0.0 %

0.0 %

0.0 %

16347 N

16374 N

16552 N

19875 N

20649 N

19803 N

1

1

1

0

0

0

25

24

28

49

45

48

0

0

1

1

0

0

730 kPa

732 kPa

739 kPa

888 kPa

922 kPa

886 kPa

106 psi

130 psi

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

Test was verified on 10/4/2022