Summary for Test 2022-10-25-13-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 214573 DEA: 073096U4 EFIS: 0719000091 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-210-R0.0/R9.7 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | PLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL. |
| Location Description | LOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING |
| QA Service Level | 1 (Verified on 06/05/2020) |
Sample Information
| Sample Taken Date | 10/25/2022 | Sample Unique Key | 13 |
|---|---|---|---|
| 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 | 10/25/2022 |
| Sample type | Acceptance | A brief description of the sample | 1" X #4 |
| The quantity of what the sample constitutes | 350 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 | KH128BB | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Robertson's Ready Mix - North Hollywood | Transportation Laboratory (TL) Number | C102522A |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA or name of Pit) | 91-19-0033 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | 22 | 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 | SC550M37 | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2022-10-25-13
DIME Test ID: 2022-10-25-13-1
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: 2022-10-26
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: Measured
Tester's full name: Kevin Hopkins
Date of test: 10/26/2022
Total mass of material in the sample: 10876 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0 grams
Cumulative mass retained on the 1 in. sieve: 323 grams
Cumulative mass retained on the 3/4 in. sieve: 2135 grams
Cumulative mass retained on the 1/2 in. sieve: 6646 grams
Cumulative mass retained on the 3/8 in. sieve: 9216 grams
Cumulative mass retained on the #4 sieve: 10210 grams
Cumulative mass retained on the #8 sieve: 10402 grams
Cumulative mass retained on the pan: 10876 grams
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 97 %
Cumulative percent passing the 3/4 in. sieve: 80 %
Cumulative percent passing the 1/2 in. sieve: 39 %
Cumulative percent passing the 3/8 in. sieve: 15 %
Cumulative percent passing the #4 sieve: 6 %
Cumulative percent passing the #8 sieve: 4 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/26/2022 ✔