Summary for Test 2018-05-15-24-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 212562 DEA: 024G5504 EFIS: 0214000036 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-5-2.7/R11.4 |
| Award Date | 03/12/2018 |
| Closeout Date | 10/05/2020 |
| Work Description | RECONSTRUCT WITH HMA AND PCC, WIDEN STRUCTURE AND UPGRADE RAILS |
| Location Description | SISKIYOU COUNTY IN AND NEAR DUNSMUIR FROM SACRAMENTO RIVER BRIDGE TO 0.6 MILE SOUTH OF NORTH MOUNT SHASTA UNDERPASS |
| QA Service Level | 1 (Verified on 04/04/2018) |
Sample Information
| Sample Taken Date | 05/15/2018 | Sample Unique Key | 24 |
|---|---|---|---|
| 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 | 05/15/2018 |
| Sample type | Verification | A brief description of the sample | Cold Feed, Treated Virgin 3/4-inch Type A Aggregate |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Ashton | Last name of sampler or witnessed by | Erickson |
| Title of sampler | CGI | Telephone number of sampler | Unknown |
| Laboratory sample identification | D77380A | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA | Transportation Laboratory (TL) Number | 897205 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | 18-03-S3 | Structure unique identifier | Not set |
| Structure name | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-45-0017::FAWNDALE ROCK QUARRY |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | Sampling device at plant |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | JMF 18-03-S3 | Lot number | Not set |
| Sublot number | Not set | Aggregate Mix Number | Not set |
| HMA Pay | No |
Test Details
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DIME Sample ID: 2018-05-15-24
DIME Test ID: 2018-05-15-24-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2018-07-19
Test Results
What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): Yes
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: NRML-R
Date of test: 05/15/2018
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 100 %
Cumulative percent passing the 1/2 in. sieve: 79 %
Cumulative percent passing the 3/8 in. sieve: 66.5 %
Cumulative percent passing the 1/4 in. sieve: 52.4 %
Cumulative percent passing the #4 sieve: 45.6 %
Cumulative percent passing the #8 sieve: 27.8 %
Cumulative percent passing the #16 sieve: 17 %
Cumulative percent passing the #30 sieve: 11.4 %
Cumulative percent passing the #50 sieve: 8.3 %
Cumulative percent passing the #100 sieve: 6.3 %
Cumulative percent passing the #200 sieve: 4.97 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/19/2018 ✔