Summary for Test 2023-07-21-17-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 212720 DEA: 07291404 EFIS: 0712000094 |
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DIST-CO-RTE-PM | 07-LA-1-55-58 |
Award Date | 02/18/2021 |
Closeout Date | Not set |
Work Description | TRANCAS CREEK BRIDGE REPLACEMENT |
Location Description | IN LOS ANGELES IN CITY OF MALIBU AT TRANCAS CREEK BRIDGE (53-0027). |
QA Service Level | 1 (Verified on 04/02/2021) |
Sample Information
Sample Taken Date | 07/21/2023 | Sample Unique Key | 17 |
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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 | 07/21/2023 |
Sample type | Department Acceptance | A brief description of the sample | 3/8" X #8 |
The quantity of what the sample constitutes | 80 CY | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Kevin | Last name of sampler or witnessed by | Hopkins |
Title of sampler | Plant Inspector | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Associated Ready Mix - Oxnard | Transportation Laboratory (TL) Number | C072123B |
Inspector Lot Number from the Transportation Laboratory (TL) Form | KH105E | Structure unique identifier | |
Structure name |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-19-0054 |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
The plant number | Associated RM Oxnard | A detailed description of where the material sample was collected | Conveyor Belt |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/8 inch | |
The concrete mix design number | SL675350SP | Lot number | |
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-07-21-17
DIME Test ID: 2023-07-21-17-1
Testing Lab: CT D07 - Plant Services
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-07-21
Test Results
What size aggregate is being tested?: 0.375 in x No. 8 - 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: Measured
Tester's full name: Kevin Hopkins
Date of test: 07/21/2023
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
1054 grams | ||||||
0 grams | 100 % | |||||
88 grams | 92 % | |||||
898 grams | 15 % | |||||
1037 grams | 2 % | |||||
1054 grams |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/21/2023 ✔