Summary for Test 2025-06-26-123-5

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 1000117
DEA: 020J0104
EFIS: 0219000044
DIST-CO-RTE-PM02-TEH-99-4.2/4.8
Award Date07/11/2024
Closeout DateNot set
Work DescriptionPLACE HMA, CCTV TOWER AND INSTALL LIGHTING SYSTEM.
Location DescriptionTEHAMA COUNTY ABOUT 7.0 MILES SOUTH OF LOS MOLINOS FROM 0.3 MILE SOUTH OF SOUTH AVENUE TO 0.6 MILE SOUTH OF VINA ROAD
QA Service Level1 (Verified on 03/18/2024)

Sample Information

Sample Taken Date06/26/2025 Sample Unique Key123
Date that the sample was received by the laboratory/organization performing the testing06/26/2025 Sample typeProduction Start-Up
A brief description of the sample16 boxes of Lime Treated 3/4-inch Type A HMA (PG 70-10) The quantity of what the sample constitutesProduction Start-Up Evaluation
From where was the sample collectedManufacturer First name of sampler or witnessed byBrandon
Last name of sampler or witnessed byWhite Title of sampler
Telephone number of sampler Laboratory sample identificationD79924
Linked DIME Sample ID The fabricator/manufacturer/facility nameKnife River — Orland Plant (Orland, CA)
Transportation Laboratory (TL) Number858138 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid Item3907716

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot number
Sublot number HMA Mix NumberJMF3513202517
Binder content (%)4.5 Virgin binder PG PG 70-10
Design binder PG PG 70-10 Binder SupplierPacific Northwest (Stockton, CA)
RAP content (%)15 WMA AdditivesNo
Antistrip typeLime

Test Details

DIME Sample ID: 2025-06-26-123
DIME Test ID: 2025-06-26-123-5
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: 2025-11-20

Test Results


Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 07/16/2025
Wet 1Wet 2Wet 3Dry 1Dry 2Dry 3
Treated
150.0 mm150.0 mm150.0 mm150.0 mm150.0 mm150.0 mm
49.9 mm94.8 mm94.8 mm94.9 mm94.9 mm94.8 mm
3813.2 g3815.3 g3814.6 g3813.0 g3814.0 g3814.8 g
2243.1 g2258.3 g2247.9 g2243.8 g2242.0 g2248.9 g
3848.0 g3863.7 g3852.2 g3852.8 g3853.6 g3858.2 g
2.556 2.556 2.556 2.556 2.556 2.556
3897.3 g3900.5 g3893.8 g
94.9 mm94.8 mm94.9 mm
180 mmHg187 mmHg182 mmHg
22 inHg22 inHg22 inHg
5 minutes5 minutes5 minutes

1604.9 cm^3

1605.4 cm^3

1604.3 cm^3

1609.0 cm^3

1611.6 cm^3

1609.3 cm^3

2.376

2.377

2.378

2.370

2.367

2.370

7.0 %

7.0 %

7.0 %

7.3 %

7.4 %

7.3 %

112.3 cm^3

112.4 cm^3

112.3 cm^3

117.5 cm^3

119.3 cm^3

117.5 cm^3

3891.8 g

3894.0 g

3893.2 g

3903.0 g

3905.2 g

3904.4 g

0.0 cm^3

0.0 cm^3

0.0 cm^3

84.1 cm^3

85.2 cm^3

79.2 cm^3

75 %

76 %

71 %

34674 N

35875 N

39353 N

40310 N

39447 N

37410 N

1

1

1

0

0

0

26

36

30

28

35

36

0

0

0

0

0

0

1551 kPa

1606 kPa

1760 kPa

1803 kPa

1764 kPa

1675 kPa

238 psi

253 psi

0.94
General comments (publicly viewable) (Max 1000 characters): S1=253psi, S2=238psi, TSR=94%

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
D79924, 858138, 02-0J0103, TSRpdf545.45 KB11/20/20252025-06-26-123-5   Info

Test was verified on 11/20/2025 ✔