Summary for Test 2019-04-25-15-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 210808 DEA: 020E0904 EFIS: 0200000016 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5-R29.3/R31.1,R45.0/R45.8 |
| Award Date | 02/03/2016 |
| Closeout Date | 10/21/2020 |
| Work Description | REPLACE BRIDGE, REALIGN ROADWAY AND SEISMIC RETROFIT |
| Location Description | IN SHASTA COUNTY ABT 8 MI N OF SHASTA LAKE CTY AND NEAR LAKEHEAD FRM TURNTABLE BAY O/C TO 0.1 MI N OF O'BRIEN SRRA & FRM 0.4 MI S TO 0.3 MI N OF DOG CREEK BRIDGE. |
| QA Service Level | 1 (Verified on 09/23/2015) |
Sample Information
| Sample Taken Date | 04/25/2019 | Sample Unique Key | 15 |
|---|---|---|---|
| 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 | 04/25/2019 |
| Sample type | Verification | A brief description of the sample | 3/4-inch Type A Treated Virgin Aggregate |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Josh | Last name of sampler or witnessed by | Williams |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D77852A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Northstate Asphalt | Transportation Laboratory (TL) Number | 001902 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-45-0057::SHASTA RANCH AGGREGATES |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | L190276 |
| 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 19-09-S1 | Lot number | 0 |
| Sublot number | 0 | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-04-25-15
DIME Test ID: 2019-04-25-15-1
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: 2019-05-29
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: Darrell Valasek
Date of test: 04/26/2019
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 7500.4 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 774.0 grams | 89.7 % | |||||
| 2587.0 grams | 65.5 % | |||||
| 4136 grams | 44.9 % | |||||
| 4734.0 grams | 36.9 % | |||||
| 194.6 grams | 23 % | |||||
| 306.1 grams | 15 % | |||||
| 365.4 grams | 10.7 % | |||||
| 406.4 grams | 7.8 % | |||||
| 433.8 grams | 5.9 % | |||||
| 451.0 grams | 4.62 % | |||||
| grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/29/2019 ✔