Summary for Test 2019-04-29-13-1
Test performed: AASHTO T27-14Project 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 | 13 |
|---|---|---|---|
| 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 | 3/8-inch Untreated Aggregate |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Source |
| 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 | D77857C_19-CHMA-0099 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Shaw pit | Transportation Laboratory (TL) Number | 001582 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-25-0008::SHAW PIT |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | 19-1278.105A |
| The plant number | Unknown | A detailed description of where the material sample was collected | Sized Untreated Aggregate Stockpile |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1/2 inch |
| The concrete mix design number | JMF 19-04-S2 | Lot number | 0 |
| Sublot number | 0 | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-04-29-13
DIME Test ID: 2019-04-29-13-1
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: 2019-05-30
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: Terry McCormick
Date of test: 04/30/2019
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 3260.2 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 772.0 grams | 76.3 % | |||||
| 2683 grams | 17.7 % | |||||
| 3145.0 grams | 3.5 % | |||||
| 57.3 grams | 1.8 % | |||||
| 66.7 grams | 1.5 % | |||||
| 69.8 grams | 1.4 % | |||||
| 71.8 grams | 1.3 % | |||||
| 73.8 grams | 1.3 % | |||||
| 76.6 grams | 1.17 % | |||||
| grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/30/2019 ✔