Summary for Test 2023-05-19-98-5
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 215220 DEA: 07210624 EFIS: 0719000068 |
|---|---|
| DIST-CO-RTE-PM | 07-LA,SBD-71-1.8/R4.7&R0.0/R0.2 |
| Award Date | 02/05/2021 |
| Closeout Date | Not set |
| Work Description | PLACE STRUCTURE CONCRETE RETAINING WALLS & BOX CULVERT AND PLACE JPCP. |
| Location Description | IN LOS ANGELES AND SAN BERNARDINO COUNTIES IN POMONA AND CHINO HILLS FROM 0.2 MILE SOUTH OF MISSION BOULEVARD OVERCROSSING TO 0.2 MILE OF SAN BERNARDINO COUNTY LINE. |
| QA Service Level | 1 (Verified on 03/24/2021) |
Sample Information
| Sample Taken Date | 05/19/2023 | Sample Unique Key | 98 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 05/22/2023 |
| Sample type | Department Acceptance | A brief description of the sample | 1x4 PCC Aggregates |
| The quantity of what the sample constitutes | 150 cy | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | victor | Last name of sampler or witnessed by | Pham |
| Title of sampler | Telephone number of sampler | 2137924794 | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Robertsons - Pomona | Transportation Laboratory (TL) Number | C0519A1 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-33-0061 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | class 2 concrete | The fabricator/manufacturer designation for the sample | mix SC590B38 |
| The plant number | Pomona | 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 | 1 inch | |
| The concrete mix design number | SC590B38 | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-05-19-98
DIME Test ID: 2023-05-19-98-5
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: 2023-07-18
Test Results
What size aggregate is being tested?: Fine 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: David P.
Date of test: 06/13/2023
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 518 grams | ||||||
| 0.0 grams | 100 % | |||||
| 12.0 grams | 98 % | |||||
| 77.0 grams | 85 % | |||||
| 180.0 grams | 65 % | |||||
| 300.0 grams | 42 % | |||||
| 403.0 grams | 22 % | |||||
| 462.0 grams | 11 % | |||||
| 489.0 grams | 6 % | |||||
| 489.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/18/2023 ✔