Summary for Test 2020-06-25-48-1
Test performed: CTM 202-November 2011Project 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 | 08/16/2023 |
| 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 | 06/25/2020 | Sample Unique Key | 48 |
|---|---|---|---|
| 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 | 06/25/2020 |
| Sample type | Department Acceptance | A brief description of the sample | 3/4" Shoulder Backing |
| The quantity of what the sample constitutes | not provided | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | D | Last name of sampler or witnessed by | Harper |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78495 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | JF Shea Fawndale | Transportation Laboratory (TL) Number | 717974 |
| 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) | 91-45-0017 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Fawndale Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-06-25-48
DIME Test ID: 2020-06-25-48-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2020-10-22
Test Results
What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 06/25/2020
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 33.0 grams | 100 % | |||||
| 1852.0 grams | 80 % | |||||
| 3287.0 grams | 64 % | |||||
| 5819.0 grams | 37 % | |||||
| 169.7 grams | 24 % | |||||
| 255.8 grams | 18 % | |||||
| 301.4 grams | 14 % | |||||
| 332.0 grams | 12 % | |||||
| 359.1 grams | 10 % | |||||
| 381.8 grams | 8 % | |||||
| 495.1 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/22/2020 ✔