Summary for Test 2021-06-02-21-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 215127 DEA: 024G5304 EFIS: 0214000023 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS,SHA,TEH-5,32,36,44,299-VAR |
| Award Date | 10/15/2020 |
| Closeout Date | 07/27/2023 |
| Work Description | DITCH EXCAVATION, DEVELOP TEMP CREEK DIVERSION SYSTEM, AND PLACE RSP. DISTRICT WIDE SCOUR COUNTER-MEASURES. |
| Location Description | LASSEN, SHASTA, AND TEHAMA COUNTIES AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 08/26/2020) |
Sample Information
| Sample Taken Date | 06/02/2021 | Sample Unique Key | 21 |
|---|---|---|---|
| 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 | 06/03/2021 |
| Sample type | Department Acceptance | A brief description of the sample | 3/4" Coarse Aggregate |
| The quantity of what the sample constitutes | Undeclared | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D78825 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | JF Shea Construction - Aggregate Products - Redding, CA | Transportation Laboratory (TL) Number | 853344 |
| 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) | 91-45-0019 |
|---|---|---|---|
| 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 | Belt at J.F. Shea Aggregate Products |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-06-02-21
DIME Test ID: 2021-06-02-21-1
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: 2021-06-25
Test Results
What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Individual 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: Karen Dorado
Date of test: 06/08/2021
| Sieve Size | Individual 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 % | |||||
| 68.0 grams | 99 % | |||||
| 930.0 grams | 91.1 % | |||||
| 2560.0 grams | 68 % | |||||
| 4017.0 grams | 32 % | |||||
| 399.9 grams | 6 % | |||||
| 40.6 grams | 4 % | |||||
| 21.5 grams | 2 % | |||||
| 13.3 grams | 2 % | |||||
| 8.0 grams | 1 % | |||||
| 3.9 grams | 0.7 % | |||||
| 11.5 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/25/2021 ✔