Summary for Test 2014-09-08-5-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 208959 DEA: 04265604 EFIS: 0400000743 COOP: 042390A1 |
|---|---|
| DIST-CO-RTE-PM | 04-SM-1-40.64/40.95 |
| Award Date | 03/10/2014 |
| Closeout Date | 01/29/2018 |
| Work Description | REPLACEMENT OF THE EXISTING SAN PEDRO CREEK BRIDGE |
| Location Description | ON ROUTE 1 IN SAN MATEO COUNTY |
| QA Service Level | 1 (Verified on 03/25/2014) |
Sample Information
| Sample Taken Date | 09/08/2014 | Sample Unique Key | 5 |
|---|---|---|---|
| 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 | 10/14/2014 |
| Sample type | Verification | A brief description of the sample | Concrete cylinders |
| The quantity of what the sample constitutes | 4 | From where was the sample collected | Other |
| First name of sampler or witnessed by | Bryan | Last name of sampler or witnessed by | Nagid |
| Title of sampler | ASR | Telephone number of sampler | 510-385-6910 |
| Laboratory sample identification | 201455 | Linked DIME Sample ID | 0 |
| The fabricator/manufacturer/facility name | NA | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Unknown | |
| Structure name | San Pedro Creek |
Material Information
| Material Type | Concrete | The concrete mix design number | D15PP562 |
|---|---|---|---|
| The truck number from where the sample was collected | 1229 | The batch plant ticket number from where the sample was collected | 18890323 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | From the truck | Where the material sample would have been placed if not sampled | Not set |
| From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
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DIME Sample ID: 2014-09-08-5
DIME Test ID: 2014-09-08-5-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2014-10-20
Test Results
Unit system used?: US Units
Number of specimens: 4
Test performed: With no density determined
Input Type: Measured
Tester's full name: Steve Wake
Date of test: 10/20/2014
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 5.96 in
Average diameter of cylinder 3: 6.00 in
Average diameter of cylinder 4: 6.00 in
Maximum load on cylinder 1: 138800 lb
Maximum load on cylinder 2: 129981 lb
Maximum load on cylinder 3: 142753 lb
Maximum load on cylinder 4: 138869 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 1
Type of fracture pattern of cylinder 4: 1
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: no data
Correction factor for cylinder 3: no data
Correction factor for cylinder 4: no data
Age of specimen: 42 days
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 27.9 in^2
Cross sectional area of cylinder 3: 28.27 in^2
Cross sectional area of cylinder 4: 28.27 in^2
Compressive strength of cylinder 1: 4925.5 psi
Compressive strength of cylinder 2: 4658.8 psi
Compressive strength of cylinder 3: 5049.6 psi
Compressive strength of cylinder 4: 4912.2 psi
Compressive strength (to nearest 10 psi): 4890 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/20/2014 ✔