Summary for Test 2021-06-02-20-1
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 | Not set |
| Closeout Date | Not set |
| 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 | 20 |
|---|---|---|---|
| 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 | Clean Sand and Gravel |
| 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 | D78824 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | JF Shea Construction, Aggregate Products, Redding | Transportation Laboratory (TL) Number | 853343 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA or name of Pit) | 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 | Stockpile at Aggregate Products |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1 inch |
| The concrete mix design number | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2021-06-02-20
DIME Test ID: 2021-06-02-20-1
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: 06/04/2021
Total mass of sample prior to washing: no data
Individual mass retained on the 3 in. sieve: 0 grams
Individual mass retained on the 2 1/2 in. sieve: 0 grams
Individual mass retained on the 2 in. sieve: 0 grams
Individual mass retained on the 1 1/2 in. sieve: 0 grams
Individual mass retained on the 1 in. sieve: 0 grams
Individual mass retained on the 3/4 in. sieve: 1757 grams
Individual mass retained on the 1/2 in. sieve: 6918 grams
Individual mass retained on the 3/8 in. sieve: 3518 grams
Individual mass retained on the #4 sieve: 560 grams
Individual mass retained on the #8 sieve: 200 grams
Individual mass retained on the #16 sieve: 106.4 grams
Individual mass retained on the #30 sieve: 63.4 grams
Individual mass retained on the #50 sieve: 42.2 grams
Individual mass retained on the #100 sieve: 29 grams
Individual mass retained on the #200 sieve: 18.1 grams
Individual mass retained on the pan: 57.1 grams
Cumulative percent passing the 3 in. sieve: 100 %
Cumulative percent passing the 2 1/2 in. sieve: 100 %
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 89 %
Cumulative percent passing the 1/2 in. sieve: 43.8 %
Cumulative percent passing the 3/8 in. sieve: 21 %
Cumulative percent passing the #4 sieve: 17 %
Cumulative percent passing the #8 sieve: 10 %
Cumulative percent passing the #16 sieve: 7 %
Cumulative percent passing the #30 sieve: 5 %
Cumulative percent passing the #50 sieve: 3 %
Cumulative percent passing the #100 sieve: 2 %
Cumulative percent passing the #200 sieve: 1.9 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/25/2021 ✔