Summary for Test 2020-03-09-20-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 66666 DEA: APP EFIS: 0019000052 |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for Aggregate Pre-approval Program (APP). Object Code: 1025. J2 DEA: 912680. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 03/09/2020 | 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 | 04/08/2020 |
| Sample type | Aggregate Prequalification Program | A brief description of the sample | 1 X 4 Concrete Aggregate |
| The quantity of what the sample constitutes | production stockpile. | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Kevin | Last name of sampler or witnessed by | Owen |
| Title of sampler | Quality Control Supervisor | Telephone number of sampler | 209-481-2952 |
| Laboratory sample identification | 20-APPC-0046 | Linked DIME Sample ID | 2020-03-09-10 |
| The fabricator/manufacturer/facility name | Santa Fe Winton | Transportation Laboratory (TL) Number | |
| 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) | 91-24-0045::WINTON - BETTENCOURT |
|---|---|---|---|
| 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 the Plant |
| 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
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DIME Sample ID: 2020-03-09-20
DIME Test ID: 2020-03-09-20-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2020-05-11
Test Results
What size aggregate is being tested?: 1 in. x No. 4 - Coarse Aggregate
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: Ryan Kester
Date of test: 04/27/2020
Total mass of material in the sample: 11157 grams
Individual mass retained on the 1 1/2 in. sieve: 0 grams
Individual mass retained on the 1 in. sieve: 223.4 grams
Individual mass retained on the 3/4 in. sieve: 2584.4 grams
Individual mass retained on the 1/2 in. sieve: 3544.9 grams
Individual mass retained on the 3/8 in. sieve: 2366.4 grams
Individual mass retained on the #4 sieve: 2277.7 grams
Individual mass retained on the #8 sieve: 150.7 grams
Individual mass retained on the pan: 9 grams
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 98 %
Cumulative percent passing the 3/4 in. sieve: 75 %
Cumulative percent passing the 1/2 in. sieve: 43 %
Cumulative percent passing the 3/8 in. sieve: 22 %
Cumulative percent passing the #4 sieve: 1 %
Cumulative percent passing the #8 sieve: 0 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/11/2020 ✔