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 | 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 |
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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
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
| Individual Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| grams | ||||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 68 grams | 99 % | |||||
| 930 grams | 91.1 % | |||||
| 2560 grams | 68 % | |||||
| 4017 grams | 32 % | |||||
| 399.9 grams | 6 % | |||||
| 40.6 grams | 4 % | |||||
| 21.5 grams | 2 % | |||||
| 13.3 grams | 2 % | |||||
| 8 grams | 1 % | |||||
| 3.9 grams | 0.7 % | |||||
| 11.5 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/25/2021 ✔