Summary for Test 2015-09-14-3-4
Test performed: ASTM C39-17aProject 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 | 09/14/2015 | 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 | 09/15/2015 |
| Sample type | Quality Control | A brief description of the sample | 4 EA 6x12 Compression Cylinder |
| The quantity of what the sample constitutes | One Day of Concrete Pour | From where was the sample collected | Job Site |
| 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 | 150158 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Central Concrete | Transportation Laboratory (TL) Number | Unknown |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | 350348 |
| Structure name | Pier 2 and 3 Footing |
Material Information
| Material Type | Concrete | The concrete mix design number | D15PP562 |
|---|---|---|---|
| The truck number from where the sample was collected | 1171 | The batch plant ticket number from where the sample was collected | 18088245 |
| Concrete batch plant | 3 | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | Truck Chute | Where the material sample would have been placed if not sampled | Pier 2 and 3 Footing |
| From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
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DIME Sample ID: 2015-09-14-3
DIME Test ID: 2015-09-14-3-4
Testing Lab: Summit Associates
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2015-09-22
Test Results
Unit system used?: US Units
Number of specimens: 1
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Mark Alexander
Date of test: 09/21/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Maximum load on cylinder 1: 91880 lb
Type of fracture pattern of cylinder 1: 4
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Age of specimen: 7 days
Age of specimen in hours: no data
Compressive strength of cylinder (to nearest 10 psi): 3240 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/22/2015 ✔