Summary for Test 2019-04-29-19-5
Test performed: AASHTO T283-14Project Information
Project Identifiers | Project ID: 213720 DEA: 024H2004 EFIS: 0218000094 |
---|---|
DIST-CO-RTE-PM | 02-SHA-89-26.3/29.2 |
Award Date | 12/19/2018 |
Closeout Date | 08/06/2019 |
Work Description | PAVEMENT OVERLAY |
Location Description | SHASTA COUNTY ABOUT 10 MILES NORTH OF BURNEY FROM 0.3 MILE NORTH OF CLARK CREEK ROAD TO LAKE BRITTON BRIDGE |
QA Service Level | 1 (Verified on 01/04/2019) |
Sample Information
Sample Taken Date | 04/29/2019 | Sample Unique Key | 19 |
---|---|---|---|
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 | 04/29/2019 |
Sample type | Verification | A brief description of the sample | 3/4-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 | Cindy | Last name of sampler or witnessed by | Bryant |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D77855 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Shaw Pit Facility | Transportation Laboratory (TL) Number | 827789 |
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 | 0 |
Sublot number | 0 | HMA Mix Number | Not 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 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 | |
95.0 mm | 94.9 mm | 95.0 mm | 95.0 mm | 95.0 mm | 94.9 mm | |
3707.0 g | 3705.7 g | 3708.7 g | 3705.0 g | 3706.1 g | 3708.2 g | |
2131.6 g | 2133.0 g | 2134.6 g | 2128.3 g | 2133.5 g | 2136.5 g | |
3744.6 g | 3743.0 g | 3744.1 g | 3731.1 g | 3739.8 g | 3745.5 g | |
2.480 | 2.480 | 2.480 | 2.480 | 2.480 | 2.480 | |
3795.3 g | 3789.6 g | 3789.4 g | ||||
2171.9 g | 2171.3 g | 2175.3 g | ||||
95.2 mm | 95.3 mm | 95.3 mm | ||||
267 mmHg | 235 mmHg | 229 mmHg | ||||
19 inHg | 20 inHg | 20 inHg | ||||
5 minutes | 5 minutes | 5 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 ✔