Summary for Test 2021-04-23-26-6
Test performed: AASHTO T283-14Project Information
Project Identifiers | Project ID: 215251 DEA: 021J4604 EFIS: 0220000081 |
---|---|
DIST-CO-RTE-PM | 02-SIS-96-34.5/38.8,88.0/92.0 |
Award Date | 02/02/2021 |
Closeout Date | 09/27/2021 |
Work Description | HMA OVERLAY, REPLACE AC SURFACING, SHOULDER BACKING & TRAFFIC STRIPE. |
Location Description | SISKIYOU COUNTY NEAR HAPPY CAMP FROM 0.1 MILE EAST OF OAK FLAT CREEK BRIDGE TO 0.1 MILE EAST OF BENJAMIN CREEK ROAD AND FROM 0.3 MILE WEST OF BEAVER CREEK BRIDGE TO 1.0 MILE WEST OF LUMGREY CREEK BRIDGE |
QA Service Level | 1 (Verified on 10/30/2020) |
Sample Information
Sample Taken Date | 04/23/2021 | Sample Unique Key | 26 |
---|---|---|---|
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 testing | 04/23/2021 |
Sample type | Verification | A brief description of the sample | 1/2-inch Type A HMA (eq. PG 64-16) |
The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Devin | Last name of sampler or witnessed by | Owens |
Title of sampler | PEI | Telephone number of sampler | |
Laboratory sample identification | D78783 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Northstate Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 897289 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
---|---|---|---|
HMA Grading | 1/2 inch | Lot number | |
Sublot number | HMA Mix Number | Not set |
Test Details
DIME Sample ID: 2021-04-23-26
DIME Test ID: 2021-04-23-26-6
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: 2021-07-06
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: D. Hickey and T. McCormick
Date of test: 05/05/2021
Wet 1 | Wet 2 | Wet 3 | Dry 1 | Dry 2 | Dry 3 | |
---|---|---|---|---|---|---|
Treated | ||||||
150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | |
94.9 mm | 94.8 mm | 94.9 mm | 94.9 mm | 94.9 mm | 94.9 mm | |
3753.6 g | 3756.5 g | 3755.1 g | 3755.1 g | 3754.8 g | 3756.2 g | |
2165.3 g | 2166.3 g | 2163.9 g | 2159.2 g | 2169.2 g | 2170.5 g | |
3786.5 g | 3785.3 g | 3787.8 g | 3786.8 g | 3787.1 g | 3791.8 g | |
2.492 | 2.492 | 2.492 | 2.492 | 2.492 | 2.492 | |
3844.0 g | 3842.2 g | 3840.1 g | ||||
2219.3 g | 2218.0 g | 2212.3 g | ||||
95 mm | 94.9 mm | 94.8 mm | ||||
282 mmHg | 273 mmHg | 311 mmHg | ||||
18 inHg | 18 inHg | 17 inHg | ||||
5 minutes | 5 minutes | 5 minutes | ||||
1621.2 cm^3 | 1619.0 cm^3 | 1623.9 cm^3 | 1627.6 cm^3 | 1617.9 cm^3 | 1621.3 cm^3 | |
2.315 | 2.320 | 2.312 | 2.307 | 2.321 | 2.317 | |
7.1 % | 6.9 % | 7.2 % | 7.4 % | 6.9 % | 7.0 % | |
115.1 cm^3 | 111.7 cm^3 | 116.9 cm^3 | 120.4 cm^3 | 111.6 cm^3 | 113.5 cm^3 | |
3834.2 g | 3834.7 g | 3836.9 g | ||||
3845.7 g | 3845.9 g | 3848.6 g | ||||
1624.7 cm^3 | 1624.2 cm^3 | 1627.8 cm^3 | ||||
90.4 cm^3 | 85.7 cm^3 | 85 cm^3 | ||||
79 % | 77 % | 73 % | ||||
0.2 % | 0.3 % | 0.2 % | ||||
22855 N | 23024 N | 23455 N | 24527 N | 30074 N | 29959 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
14 | 22 | 11 | 15 | 19 | 13 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1021 kPa | 1030 kPa | 1050 kPa | 1097 kPa | 1345 kPa | 1340 kPa | |
150 psi | 183 psi | |||||
0.82 |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/6/2021 ✔