Summary for Test 2022-11-23-3-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 214993 DEA: 051F5004 EFIS: 0514000003 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-101,135-70.6/71.2;0.1 |
| Award Date | 11/17/2020 |
| Closeout Date | 01/11/2024 |
| Work Description | CONSTRUCT CONCRETE BRIDGE, BRIDGE REMOVAL, COLD PLANE, PLACE HMA. |
| Location Description | SANTA BARBARA COUNTY AT LOS ALAMOS ON ROUTE 101 FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF ROUTE 101/135 SEPARATION AND ON ROUTE 135 AT ROUTE 101/135 SEPARATION |
| QA Service Level | 1 (Verified on 09/03/2020) |
Sample Information
| Sample Taken Date | 11/23/2022 | Sample Unique Key | 3 |
|---|---|---|---|
| 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 | 11/23/2022 |
| Sample type | Quality Assurance | A brief description of the sample | pcc aggregates |
| The quantity of what the sample constitutes | 7 cy | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | Salvador | Last name of sampler or witnessed by | Lopez-Zamora |
| Title of sampler | ARET | Telephone number of sampler | 8057483854 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Calportland/Donaven | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Los Alamos Bridge | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-42-0014 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | PCC Aggregate | The fabricator/manufacturer designation for the sample | |
| The plant number | A detailed description of where the material sample was collected | Stockpile Donavan plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
| The concrete mix design number | 590GN1060 | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2022-11-23-3
DIME Test ID: 2022-11-23-3-1
Testing Lab: CT D05 - Santa Maria Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2022-11-28
Test Results
What size aggregate is being tested?: 1 in. x No. 4 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Isaac Gleffe
Date of test: 11/24/2022
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 99 % | ||||||
| 71 % | ||||||
| 23 % | ||||||
| 6 % | ||||||
| 1 % | ||||||
| 1 % | ||||||
General comments (publicly viewable) (Max 1000 characters): 1"x#4
Test was verified on 11/28/2022 ✔