Summary for Test 2020-03-20-19-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5-R3.8/R11.7 |
| Award Date | 11/06/2018 |
| Closeout Date | Not set |
| Work Description | WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB |
| Location Description | SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 12/31/2018) |
Sample Information
| Sample Taken Date | 03/20/2020 | 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 | 03/23/2020 |
| Sample type | Acceptance | A brief description of the sample | 3/4-inch Type A Aggregate (Treated, Virgin) |
| The quantity of what the sample constitutes | 50000 ton | From where was the sample collected | Source |
| First name of sampler or witnessed by | Karen | Last name of sampler or witnessed by | Spliethof |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D78363A | Linked DIME Sample ID | 2020-03-20-20 |
| The fabricator/manufacturer/facility name | Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 897551 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA or name of Pit) | 91-45-0017::FAWNDALE ROCK QUARRY |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 19-1001.314 | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | Cold Feed |
| 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 19-01-XXX1 | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-03-20-19
DIME Test ID: 2020-03-20-19-1
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: 2020-04-14
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: Measured
Tester's full name: D. Hickey and K. Spliethof
Date of test: 03/25/2020
Total mass of material in the sample: 7106 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0 grams
Cumulative mass retained on the 1 in. sieve: 0 grams
Cumulative mass retained on the 3/4 in. sieve: 54 grams
Cumulative mass retained on the 1/2 in. sieve: 1695 grams
Cumulative mass retained on the 3/8 in. sieve: 2357 grams
Cumulative mass retained on the 1/4 in. sieve: 3014 grams
Cumulative mass retained on the #4 sieve: 3357 grams
Cumulative mass retained on the #8 sieve: 148.9 grams
Cumulative mass retained on the #16 sieve: 288.6 grams
Cumulative mass retained on the #30 sieve: 376.9 grams
Cumulative mass retained on the #50 sieve: 416 grams
Cumulative mass retained on the #100 sieve: 438.2 grams
Cumulative mass retained on the #200 sieve: 451.7 grams
Cumulative mass retained on the pan: no data
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: 99.2 %
Cumulative percent passing the 1/2 in. sieve: 76.1 %
Cumulative percent passing the 3/8 in. sieve: 66.8 %
Cumulative percent passing the 1/4 in. sieve: 57.6 %
Cumulative percent passing the #4 sieve: 52.8 %
Cumulative percent passing the #8 sieve: 37.5 %
Cumulative percent passing the #16 sieve: 23.1 %
Cumulative percent passing the #30 sieve: 14.1 %
Cumulative percent passing the #50 sieve: 10 %
Cumulative percent passing the #100 sieve: 7.8 %
Cumulative percent passing the #200 sieve: 6.37 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/14/2020 ✔