Summary for Test 2019-03-04-11-1
Test performed: CTM 202-November 2011
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.
Project 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 | 03/04/2019 | Sample Unique Key | 11 |
---|---|---|---|
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 | 03/28/2019 |
Sample type | Aggregate Prequalification Program | A brief description of the sample | 3/8" x No.8 Crushed Granite |
The quantity of what the sample constitutes | Annual | From where was the sample collected | Source |
First name of sampler or witnessed by | Greg | Last name of sampler or witnessed by | Greg Wilkinson |
Title of sampler | Lab Manager | Telephone number of sampler | (831) 359-4935 |
Laboratory sample identification | 19-APPC-0087 | Linked DIME Sample ID | 2019-03-04-9 |
The fabricator/manufacturer/facility name | AR Wilson Quarry | 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, name of Pit or Job Site) | 91-35-0012::A.R. WILSON QUARRY |
---|---|---|---|
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 | Production conveyor belt after wash |
Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/8 inch |
The concrete mix design number | Unknown | Lot number | Unknown |
Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2019-03-04-11
DIME Test ID: 2019-03-04-11-1
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: 2019-05-22
Test Results
What size aggregate is being tested?: 0.375 in x No. 8 - 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: Phil Montes
Date of test: 05/07/2019
Individual Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
1056 grams | ||||||
0 grams | 100 % | |||||
6.3 grams | 99 % | |||||
959.5 grams | 9 % | |||||
0 grams | 9 % | |||||
90.3 grams |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/22/2019 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.