Summary for Test 2015-09-04-2-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 7497 DEA: 042908E4 EFIS: 0400021249 COOP: 042396A3 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-580-14.6/21.6 |
| Award Date | 12/31/1969 |
| Closeout Date | 09/28/2016 |
| Work Description | ROADWAY WIDENING AND REHABILITATION |
| Location Description | ALAMEDA COUNTY IN LIVERMORE, PLEASANTON, AND DUBLIN FROM 0.3 MILE EAST OF AIRWAY BOULEVARD OVERCROSSING TO 0.2 MILE WEST OF SAN RAMON/FOOTHILL ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 10/08/2012) |
Sample Information
| Sample Taken Date | 09/04/2015 | Sample Unique Key | 2 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/10/2015 | Sample type | Quality Control |
| A brief description of the sample | concrete | The quantity of what the sample constitutes | cylinders |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | F |
| Last name of sampler or witnessed by | Syed | Title of sampler | ASR |
| Telephone number of sampler | Unknown | Laboratory sample identification | Unknown |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | unknown |
| Transportation Laboratory (TL) Number | 207334 | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | Unknown | Structure name | Unknown |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | unknown |
|---|---|---|---|
| The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | Unknown |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | truck | Where the material sample would have been placed if not sampled | Unknown |
| From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
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DIME Sample ID: 2015-09-04-2
DIME Test ID: 2015-09-04-2-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2015-09-11
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Mike Mullins
Date of test: 09/11/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 86279 lb
Maximum load on cylinder 2: 89726 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Correction factor for cylinder 2: no data
Age of specimen: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 3041.2 psi
Compressive strength of cylinder 2: 3162.7 psi
Compressive strength (to nearest 10 psi): 3100 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/11/2015 ✔