Summary for Test 2022-09-29-17-1
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 | 09/29/2022 | Sample Unique Key | 17 |
|---|---|---|---|
| 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 | 09/29/2022 |
| Sample type | Quality Assurance | A brief description of the sample | PCC aggs |
| The quantity of what the sample constitutes | 45cy | From where was the sample collected | Distributor |
| 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 | 220929A | 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 |
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 | 400 psi 1 inch Gravel | The fabricator/manufacturer designation for the sample | |
| The plant number | A detailed description of where the material sample was collected | Calportland Donaven plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
| The concrete mix design number | 590GM1060 | Lot number | |
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-09-29-17
DIME Test ID: 2022-09-29-17-1
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: 2022-09-30
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?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Salvador Lopez-Zamora
Date of test: 09/30/2022
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 96 %
Cumulative percent passing the 3/4 in. sieve: 76 %
Cumulative percent passing the 1/2 in. sieve: 37 %
Cumulative percent passing the 3/8 in. sieve: 17 %
Cumulative percent passing the #4 sieve: 2 %
Cumulative percent passing the #8 sieve: 2 %
General comments (publicly viewable) (Max 1000 characters): 1x#4,Complies
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 05-1F5004_PCC Worksheet_590GN1060_220929 | 144.14 KB | 09/30/2022 | 2022-09-29-17-1 | Info |
Test was verified on 9/30/2022 ✔