Summary for Test 2016-06-30-13-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 209139 DEA: 071170U4 EFIS: 0700000085 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-10-33.2/37.2 |
| Award Date | 02/10/2014 |
| Closeout Date | 03/01/2022 |
| Work Description | CONSTRUCT HOV LANES, WIDEN BRIDGES, AND REALIGN RAMPS. |
| Location Description | LOS ANGELES COUNTY IN BALDWIN PARK AND WEST COVINA FROM 0.1 MILE WEST OF PUENTE AVENUE UNDERCROSSING TO 0.2 MILE EAST OF HOLLENBECK STREET UNDERCROSSING |
| QA Service Level | 1 (Verified on 05/06/2014) |
Sample Information
| Sample Taken Date | 06/30/2016 | 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 | 07/05/2016 |
| Sample type | Annual Source Testing | A brief description of the sample | One inch PCC Aggregate |
| The quantity of what the sample constitutes | 4 Bags | From where was the sample collected | Source |
| First name of sampler or witnessed by | Chris | Last name of sampler or witnessed by | Hindmand |
| Title of sampler | QC Technician | Telephone number of sampler | Unknown |
| Laboratory sample identification | 6276B | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Robertsons Harlow Quarry | Transportation Laboratory (TL) Number | C 16000006 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Not set |
| Structure name | Not set | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | SMARA 91 33 0061 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | Stockpiles |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1 inch |
| The concrete mix design number | Lot number | Not set | |
| Sublot number | Not set | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2016-06-30-13
DIME Test ID: 2016-06-30-13-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2019-08-22
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: Jose Guzman
Date of test: 07/11/2016
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 89 % | ||||||
| 60 % | ||||||
| 28 % | ||||||
| 14 % | ||||||
| 3 % | ||||||
| 1 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/22/2019 ✔
