Summary for Test 2021-06-24-31-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 213099
DEA: 041A6614
EFIS: 0415000291
COOP: 042683A1
DIST-CO-RTE-PM04-MRN-101-8.4
Award Date11/30/2020
Closeout Date12/12/2023
Work DescriptionCONSTRUCTION ON STATE HIGHWAY IN MARIN COUNTY IN LARKSPUR
Location DescriptionNot set
QA Service Level1 (Verified on 11/06/2020)

Sample Information

Sample Taken Date06/24/2021 Sample Unique Key31
Date that the sample was received by the laboratory/organization performing the testing06/25/2021 Sample typeQuality Control
A brief description of the sampleConcrete Mix SL-4707 The quantity of what the sample constitutes19 CY
From where was the sample collectedJob Site First name of sampler or witnessed byDan
Last name of sampler or witnessed byRuchinski Title of samplerSampler Smith Emery
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameShamrock Materials Inc
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure namePile F11
Bid ItemNot set

Material Information

Material TypeConcrete The concrete mix design numberSL-4707CG
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected1
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedBack of truck discharge chute Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2021-06-24-31
DIME Test ID: 2021-06-24-31-1
Testing Lab: Disney Construction, Incorporated
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-09-03

Test Results


Unit system used?: US Units
Number of specimens: 1
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Smith Emery Lab
Date of test: 07/01/2021
Capped in accordance with?: ASTM C39 - Ground End
Average diameter of cylinder 1: 4.00 in
Maximum load on cylinder 1: 51360 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: 1.00
Age of specimen: 6 days
Compressive strength of cylinder (to nearest 10 psi): 4090 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/3/2021 ✔