Summary for Test 2023-12-12-29-4
Test performed: AASHTO T283-14Project Information
Project Identifiers | Project ID: 994102 DEA: 11430644 EFIS: 1119000045 |
---|---|
DIST-CO-RTE-PM | 11-SD-905-12.0 |
Award Date | 10/28/2022 |
Closeout Date | Not set |
Work Description | CONSTRUCT WEIGH-IN-MOTION FACILITY, CRCP, HMA, AND RETAINING WALL. |
Location Description | SAN DIEGO COUNTY NEAR SAN DIEGO AT OTAY MESA COMMERCIAL VEHICLE ENFORCEMENT FACILITY |
QA Service Level | 1 (Verified on 08/24/2022) |
Sample Information
Sample Taken Date | 12/12/2023 | Sample Unique Key | 29 |
---|---|---|---|
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 | 12/13/2023 |
Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA PSU |
The quantity of what the sample constitutes | 12 boxes 3 bags | From where was the sample collected | Source |
First name of sampler or witnessed by | Jesse | Last name of sampler or witnessed by | Fuentes |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 8315-PSU | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Vulcan Otay | Transportation Laboratory (TL) Number | |
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 | 3/4 inch | Lot number | |
Sublot number | HMA Mix Number | 220817 Otay Val |
Test Details
DIME Sample ID: 2023-12-12-29
DIME Test ID: 2023-12-12-29-4
Testing Lab: CT D11 - District 11 Materials 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: 2024-01-17
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith / J Seymour
Date of test: 12/20/2023
Wet 1 | Wet 2 | Wet 3 | Dry 1 | Dry 2 | Dry 3 | |
---|---|---|---|---|---|---|
Untreated | ||||||
115.0 mm | 115.0 mm | 115.0 mm | 115.0 mm | 115.0 mm | 115.0 mm | |
95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | |
3880.6 g | 3867.8 g | 3879.0 g | 3890.3 g | 3879.5 g | 3878.6 g | |
2245.7 g | 2261.4 g | 2250.6 g | 2271.4 g | 2255.8 g | 2253.4 g | |
3876.7 g | 3887.7 g | 3893.4 g | 3902.9 g | 3892.4 g | 3895.9 g | |
2.553 | 2.553 | 2.553 | 2.553 | 2.553 | 2.553 | |
3963.6 g | 3973.9 g | 3968.6 g | ||||
2245.7 g | 2261.4 g | 2250.6 g | ||||
95.1 mm | 95.1 mm | 95.1 mm | ||||
225 mmHg | 225 mmHg | 225 mmHg | ||||
0 inHg | 0 inHg | 0 inHg | ||||
10 minutes | 10 minutes | 10 minutes | ||||
1631.0 cm^3 | 1626.3 cm^3 | 1642.8 cm^3 | 1631.5 cm^3 | 1636.6 cm^3 | 1642.5 cm^3 | |
2.379 | 2.378 | 2.361 | 2.384 | 2.370 | 2.361 | |
6.8 % | 6.9 % | 7.5 % | 6.6 % | 7.2 % | 7.5 % | |
110.9 cm^3 | 112.2 cm^3 | 123.2 cm^3 | 107.7 cm^3 | 117.8 cm^3 | 123.2 cm^3 | |
3958.2 g | 3946.3 g | 3965.2 g | ||||
3969.3 g | 3957.6 g | 3977.6 g | ||||
1717.9 cm^3 | 1712.5 cm^3 | 1718.0 cm^3 | ||||
83 cm^3 | 106.1 cm^3 | 89.6 cm^3 | ||||
75 % | 95 % | 73 % | ||||
5.3 % | 5.3 % | 4.6 % | ||||
176000 N | 20256 N | 17501 N | 31631 N | 28909 N | 29839 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
2 | 2 | 2 | 2 | 2 | 2 | |
2 | 2 | 2 | 2 | 2 | 2 | |
10245 kPa | 1179 kPa | 1019 kPa | 1843 kPa | 1685 kPa | 1739 kPa | |
601 psi | 255 psi | |||||
2.36 |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/17/2024 ✔