Summary for Test 2015-09-25-3-4
Test performed: ASTM C136-06Project Information
| Project Identifiers | Project ID: 209187 DEA: 04235624 EFIS: 0400000678 COOP: 042583 |
|---|---|
| DIST-CO-RTE-PM | 04-SCL,SM-101-52.0/52.6,0.0/0.6 |
| Award Date | 04/28/2015 |
| Closeout Date | 01/08/2020 |
| Work Description | BRIDGE REPLACEMENT |
| Location Description | SANTA CLARA AND SAN MATEO COUNTIES IN PALO ALTO AND EAST PALO ALTO FROM OREGON EXPRESSWAY OVERCROSSING TO 0.3 MILE SOUTH OF UNIVERSITY AVENUE OVERCROSSING |
| QA Service Level | 1 (Verified on 12/11/2013) |
Sample Information
| Sample Taken Date | 09/25/2015 | Sample Unique Key | 3 |
|---|---|---|---|
| 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 | 09/28/2015 |
| Sample type | Quality Control | A brief description of the sample | Concrete aggregates 3/4 inch coarse and sand |
| The quantity of what the sample constitutes | One Day of Concrete Pour | From where was the sample collected | Source |
| First name of sampler or witnessed by | Mark | Last name of sampler or witnessed by | Alexander |
| Title of sampler | QC Technician | Telephone number of sampler | 5106141044 |
| Laboratory sample identification | 150169 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Central Concrete Redwood City Plant | Transportation Laboratory (TL) Number | Unknown |
| 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) | 150169 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | C33 Fine Agg C33 67 Coarse Agg | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | Belt cut of Coarse and Fine Aggregate at Source |
| Where the material sample would have been placed if not sampled | Pier 4 Wall | Primary Aggregate Nominal Size | |
| The concrete mix design number | Lot number | Not set | |
| Sublot number | Not set | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2015-09-25-3
DIME Test ID: 2015-09-25-3-4
Testing Lab: Summit Associates
Test Method: ASTM C136-06: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2015-10-07
Test Results
What type of gradation is being tested?: 1 in. x No. 4 - Coarse Aggregate
Input Type: Calculated
Tester's full name: Mark Alexander
Date of test: 10/02/2015
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 96 %
Cumulative percent passing the 1/2 in. sieve: 72 %
Cumulative percent passing the 3/8 in. sieve: 43 %
Cumulative percent passing the #4 sieve: 8 %
Cumulative percent passing the #8 sieve: 1 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/7/2015 ✔