Summary for Test 2021-08-06-7-6

Test performed: ASTM C39-18

Project Information

Project IdentifiersProject ID: 214422
DEA: 040J6424
EFIS: 0414000476
DIST-CO-RTE-PM04-SON-101-32.8/R54.2
Award Date12/24/2019
Closeout DateNot set
Work DescriptionCRACK, SEAT AND OVERLAY WITH RHMA AND HMA, AND REPLACE CULVERTS.
Location DescriptionSONOMA COUNTY AT VARIOUS LOCATIONS FROM LIMERICK LANE OVERCROSSING TO ROUTE 101/128 SEPARATION
QA Service Level1 (Verified on 09/23/2019)

Sample Information

Sample Taken Date08/06/2021 Sample Unique Key7
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 testing08/06/2021
Sample typeQuality Control A brief description of the sampleSCC concrete
The quantity of what the sample constitutes2.8 CY From where was the sample collectedManufacturer
First name of sampler or witnessed byAvery Last name of sampler or witnessed byFlores
Title of samplerQuality Control Manager Telephone number of sampler(925) 525-8562
Laboratory sample identification21175 Linked DIME Sample ID
The fabricator/manufacturer/facility nameOldcastle Infrastructure Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier04-son-101-32.8/R54.2
Structure nameState Hwy in Sonoma County 101/128 Separation

Material Information

Material TypeConcrete The concrete mix design number55
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected94046
Concrete batch plantOldcastle Infrastructure The fabricator/manufacturer designation for the sampleMix No. 55
A detailed description of where the material sample was collectedTravelling Bucket Where the material sample would have been placed if not sampledRBC
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2021-08-06-7
DIME Test ID: 2021-08-06-7-6
Testing Lab: Oldcastle Precast, Incorporated - Pleasanton
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-08-13

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Avery Flores
Date of test: 08/13/2021
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 5.99 in
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Maximum load on cylinder 1: 199260 lb
Maximum load on cylinder 2: 194850 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 4
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: 1
Age of specimen: 7 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength (to nearest 10 psi): 7000 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/13/2021