Summary for Test 2021-09-13-16-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 213337 DEA: 024F5404 EFIS: 0213000004 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-5-R15.3/R16.5 |
| Award Date | 07/30/2018 |
| Closeout Date | 05/23/2022 |
| Work Description | BRIDGE REPLACEMENT - SOUTHBOUND ONLY |
| Location Description | SISKIYOU COUNTY NEAR WEED FROM 0.1 MILE SOUTH OF DEETZ ROAD UNDERCROSSING TO 0.6 MILE NORTH OF BLACK BUTTE OVERHEAD 02-0004L |
| QA Service Level | 1 (Verified on 11/14/2018) |
Sample Information
| Sample Taken Date | 09/13/2021 | Sample Unique Key | 16 |
|---|---|---|---|
| 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 | 09/13/2021 |
| Sample type | Department Acceptance | A brief description of the sample | 3/4 inch Lime Treated Coldfeed |
| The quantity of what the sample constitutes | PSE 2 Bags at 282 Tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Derrick | Last name of sampler or witnessed by | Curry |
| Title of sampler | Materials Tester | Telephone number of sampler | |
| Laboratory sample identification | D78942 | Linked DIME Sample ID | 2021-09-13-17, 2021-09-13-18 |
| The fabricator/manufacturer/facility name | J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA | Transportation Laboratory (TL) Number | 815603 |
| 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) | 91-45-0017 |
|---|---|---|---|
| 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 | Plant Sampler |
| Where the material sample would have been placed if not sampled | 02 SIS 5 | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Lot number | Unknown | |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-09-13-16
DIME Test ID: 2021-09-13-16-1
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: 2021-09-16
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: Colt Sweeny
Date of test: 09/14/2021
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5,086.7 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 63.0 grams | 98.8 % | |||||
| 1,194.0 grams | 76.5 % | |||||
| 1,886.0 grams | 62.9 % | |||||
| 2577 grams | 49.3 % | |||||
| 2,935.0 grams | 42.3 % | |||||
| 217.5 grams | 24.2 % | |||||
| 323.8 grams | 15.3 % | |||||
| 379.4 grams | 10.7 % | |||||
| 413.1 grams | 7.9 % | |||||
| 435.6 grams | 6 % | |||||
| 449.9 grams | 4.83 % | |||||
| grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/16/2021 ✔