Summary for Test 2019-11-15-40-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 210617 DEA: 042J1004 EFIS: 0414000426 COOP: 042549 |
|---|---|
| DIST-CO-RTE-PM | 04-NAP-29-11.3/11.6 |
| Award Date | 02/27/2019 |
| Closeout Date | 09/28/2021 |
| Work Description | CONSTRUCT TWO SEPARATE ROUNDABOUT PROJECTS TOGETHER INTO ONE SINGLE PROJECT AND CONSTRUCTION CONTRACT. |
| Location Description | AT THE INTERSECTIONS OF FIRST STREET/ CALIFORNIA BLVD AND SECOND STREET/CALIFORNIA BLVD (CITY) AND AT HE STATE ROUTE 29 NORTHBOUND ON AND OFF RAMPS AND FIRST STREET ( CALTRANS) |
| QA Service Level | 1 (Verified on 08/19/2019) |
Sample Information
| Sample Taken Date | 11/15/2019 | Sample Unique Key | 40 |
|---|---|---|---|
| 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 | 12/13/2019 |
| Sample type | Annual Source Testing | A brief description of the sample | 1"X#4 Aggregates |
| The quantity of what the sample constitutes | 10 Bags | From where was the sample collected | Source |
| First name of sampler or witnessed by | Zantino Ochoa | Last name of sampler or witnessed by | Zantino Ochoa |
| Title of sampler | QC Tech | Telephone number of sampler | 925-3035021 |
| Laboratory sample identification | Con_19_786 | Linked DIME Sample ID | NA |
| The fabricator/manufacturer/facility name | Cemex Kerlinger | Transportation Laboratory (TL) Number | C752224 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | NA | Structure unique identifier | 39-San Joaquin |
| Structure name | NA | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-39-0015::KERLINGER - RHODES |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | NA | The fabricator/manufacturer designation for the sample | NA |
| The plant number | NA | A detailed description of where the material sample was collected | Stockfile |
| Where the material sample would have been placed if not sampled | No | Primary Aggregate Nominal Size | 1 inch |
| The concrete mix design number | NA | Lot number | 1 |
| Sublot number | 1 | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-11-15-40
DIME Test ID: 2019-11-15-40-1
Testing Lab: CT D04 - Concord Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2019-12-19
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: Ignacio Arechiga
Date of test: 12/02/2019
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 15010 grams | ||||||
| 0.0 grams | 100 % | |||||
| 620.0 grams | 96 % | |||||
| 3310.0 grams | 78 % | |||||
| 7770.0 grams | 48 % | |||||
| 10900.0 grams | 27 % | |||||
| 14040.0 grams | 6 % | |||||
| 14890.0 grams | 1 % | |||||
| 15010.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): None
Test was verified on 12/19/2019 ✔